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DEMOLITION NOTES
IIIIIIIIIIIIIII
GENERAL NOTES SITE NOTES:
1.
EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
1.
1. ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB.
ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS -ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF
'
ACCORDING TO AVAILABLE INFORMATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
B/B
TO THE SANITARY SEWER SYSTEM ARE PROHIBITED, PAVEMENT.
32
DETERMINING THE PRESENCE AND LOCATION OF THE EXISTING UTILITIES AND REPAIRING
21
-ALL DIMENSIONS AT INTEGRAL CURB & WALK SHALL BE TO FACE OF
6
ANY DAMAGE DONE TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN
2.
CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION CURB.
13
FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES, CALL INDIANA UNDERGROUND
PERMIT HAS BEEN OBTAINED. -ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING.
30
CABLE LOCATION 1- 800 - 382 -5544.
SERBIAN SPRUCE
AME -C
2.
CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR THE RELOCATION OF
3.
ADDITIONS, DELETIONS, AND /OR REVISIONS TO THE SANITARY SEWER 2, ALL RADII IN PAVED AREAS & ON CURBS SHALL BE 5' UNLESS NOTED
FACILITIES SHALL NOT BE MADE WITHOUT APPROVAL BY THE CLAY TOWNSHIP
36
UTILITIES ON SITE OR CROSSING THE SITE TO SERVICE ADJACENT PROPERTIES, DO NOT
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OTHERWISE.
REGIONAL WASTE DISTRICT.
45
INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY OWNER OR
4.
PIC -A
93
OTHERS, DURING OCCUPIED HOURS, EXCEPT WHEN PERMITTED BY OTHERS.
4,
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE
WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM FIELD
54
PICEA OMORIKA
Q 5
VERTICAL SEPARATION OF 18" BETWEEN THE OUTSIDE OF THE WATER MAIN STARTING CONSTRUCTION. THE CONTRACTOR SHALL RESPONSIBLE
3.
DEMOLISH AND COMPLETELY REMOVE FROM SITE, EXISTING UNDERGROUND UTILITIES
PLANT 48" O.C.
PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN
21
INDICATED TO BE REMOVED. COORDINATE WITH UTILITY COMPANIES FOR SHUT -OFF OF
ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE,
SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL
B/B
SERVICES, IF LINES ARE ACTIVE.
T,
JOINTS WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS CONTACT A/E IMMEDIATELY,
NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED, IF PLANTS ARE SHOWN TO BE
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3F."
POSSIBLE, IF WATER LINES) CROSS BELOW SANITARY SEWER LINE(S),
4.
ALL COSTS INCURRED IN COORDINATION OF ALL NEW UTILITY SERVICES SHALL BE THE
WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PR OJEC T IDENTIFICATION AT
SEWER LINE MUST BE CONSTRUCTED FROM WATER MAIN MATERIAL FOR THAT 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES
2 GAL, CONT,
RESPONSIBILITY OF THE GENERAL CONTRACTOR.
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PARTICULAR SPAN. AS NECESSARY.
5,
THE REMOVAL AND DEMOLITION OF EXISTING FACILITIES ARE THE CONTRACTOR'S
5.
EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE
LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE
PLANT 24" O.C.
RESPONSIBILITY.
ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 1996 EDITION,
DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED
PURPLELEAF WINTERCREEPER
AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN.
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LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER
6.
EXISTING PAVEMENT AND CONCRETE PAVEMENTS ARE TO BE REMOVED FROM THE SITE
7.
TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN CONSTRUCTION WORK IS COMPLETED,
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AND DISPOSED OF IN A LEGAL MANNER UNLESS OTHERWISE NOTED.
NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY OWNER.
ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES,
8.
ALL LANDSCAPE PLANTINGS, INCLUDING TRANSPLANTS, SHALL BE GUARANTEED FOR A PERIOD OF
PALACE PURPLE CORAL BELLS
THE CONTRACTOR SHALL NOTIFY THE FOLLOWING FORTY -EIGHT (48) HOURS 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS.
7.
REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT INDICATED ON PLANS SHALL
LIR -M
IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1- 800 - 382 -5544.
LIRIODE MUSCARI 'BIG BLUE'
INCLUDE ALL AGGREGATE BASE AND SUBGRADE MATERIALS. SAWCUT ALL EXISTING
PAVED AREAS. ALL CUTS SHALL BE CLEAN, NEAT AND TRUE TO LINE. REMOVE ALL
6.
ALL STORM DRAINAGE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES,
9.
NON- ORGANIC OR TOXIC MATTER THAT WOULD INTERFERE WITH PROPOSED PLANT
30
WITH LOCAL STORM SEWER SPECIFICATIONS AND REQUIREMENTS. PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED.
REQUIRED FOR HIS PORTION OF WORK.
MATERIAL.
7,
FIELD TILE ENCOUNTERED SHALL BE REPLACED AND /OR CONNECTED TO THE . 8 DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH
8.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL,
PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE
FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS
STORM SEWER SYSTEM.
AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR
PLANT 36" O.C.
JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR
TO ALSO BE MILDLY ACIDIC IN CHARACTER AND SHALL MEET APPROVAL OF LANDSCAPE ARCHITECT.
SIDEWALKS. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP
8.
SIDE SLOPES 3:1 OR GREATER WILL BE SODDED OR STABILIZED WITH AN SPECIFICATIONS,
2 GAL. CONT.
AIRBORNE DUST TO A REQUIRED MINIMUM.
OF ANY PLANTS THAT HE FEELS MAY NOT SURVIVE TRANSPLANTING OPERATIONS OR IN LOCATIONS
EROSION CONTROL BLANKET,
A/E Job Number:
NOTED.
65493
9. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED,
9.
THE USE OF EXPLOSIVES IS PROHIBITED.
9,
ALL EARTHEN AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE
1
AND SODDED LAWNS SHALL BE SEED MIX "U" FROM INDIANA STATE HIGHWAY SPECIFICATION OR
TEMPORARY SEEDING AND MULCHING. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE
10.
ALL EXCAVATION FOR UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES.
ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED
ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT
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10.
SILT FENCE AROUND STRUCTURES IN PAVEMENT AREA ARE TO BE INSTALLED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY, THE AMOUNT,
11,
ROAD, ROAD SHOULDERS, ROAD PAVEMENT, PARKING PAVEMENT, CURBS, DRIVEWAYS,
ANY LAWN AREA. ANY AREA SO NOTED WILL BE SEEDED UNTIL AN ACCEPTABLE STAND OF GRASS
PRIOR TO PAVING CONSTRUCTION. LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY.
SIDEWALKS, DITCHES, DRAINAGE PIPES AND STRUCTURES, FENCES, LAWNS, TREES,
BUSHES, MAILBOXES, STREET AND PUBLIC SIGNS, ADVERTISEMENT SIGNS, ETC., DAMAGED
11,
GRANULAR BACKFILL REQUIRED FOR ALL PIPE UNDER PAVEMENT AND WITHIN 11. IT IS THE RESPONSIBILITY THE CONTRACTOR TO REMOVE ALL MUD,
ALL LANDSCAPE PLANTINGS TO BE MAINTAINED FOR 90 DAYS FOLLOWING FINAL INSPECTION OF
DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED, REPLACED, OR
5 FEET OF PAVEMENT. DIRT, GRAVEL, AND ANY OTHER ER MATERIALS TRACKED ONTO ANY PUBLIC
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PROTECTED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES TO EXISTING
12.
THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL OR PRIVATE STREETS OR SIDEWALKS. DURING CONSTRUCTION STREETS
IMPROVEMENTS, EXCAVATION, AND /OR REMOVAL OF ANY AND ALL EXISTING
-'
A /
OR AS REQUESTED MUST BE AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, CLEANED AT THE END OF EACH DAY AND
WATERING, WEEDING, CULTIVATING, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS
IMPROVEMENTS SHALL BE KEPT TO A MINIMUM AND RESTORED OR REPLACED TO AT
STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE BY THE CITY, THE CONTRACTOR MUST USE WATER OR OTHER METHODS
LEAST THEIR ORIGINAL CONDITION.
BE RESPONSIBLE FOR ALL WATERING, EVEN IF THE IRRIGATION SYSTEM IS NOT OPERATIONAL
SHALL BE PER DIRECTION OF AGENCY, TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM.
12.
ALL UNDERGROUND UTILITIES OR STRUCTURES IN PROPOSED PAVEMENT, EMBARKMENT,
15,
CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE
OR BUILDING AREAS REQUIRING REMOVAL SHALL BE REMOVED AND BACKFILLED
ARCHITECT.
,1
!._,
COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E,
13.
ALL WELLS ENCOUNTERED ON THE SITE ARE TO BE ABANDONED PER INDIANA
SEEDING OR SODDING OPERATIONS.
DEPARTMENT OF ENVIRONMENTAL MANAGEMENT AND LOCAL AGENCY REQUIREMENTS,
17.
BACKFILL FOR TREE PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS.
EROSION CONTROL NOTES
TOP LAYER OF BACKFILL SHALL BE 100% EXISTING TOPSOIL A 5 -10 -5 ANALYSIS SLOW RELEASE
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PLAN INDEX ITEMS RELATING TO THE SWPPP ARE INCLUDED ON THIS SHEET
FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES,
1. CONSTRUCTION EQUIPMENT
A2
AN 11x17 PLAT HAS BEEN INCLUDED WITH THIS SUBMITTAL.
A. FUELING, LUBRICATION, AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, 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
A3
THIS PROJECT INVOLVES THE CONSTRUCTION OF A COMMERCIAL OFFICE DEVELOPMENT,
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
WHICH INCLUDES THREE OFFICE BUILDINGS, TWO PARKING STRUCTURES, AND OUTLETS.
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
A4
THE VICINITY MAP IS LOCATED ON THE COVER SHEET.
MATERIAL SUCH AS OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL ALSO BE REPORTED IMMEDIATELY
A5
LEGAL DESCRIPTION IS INCLUDED ON SHEET C000.
TO THE CONTRACTOR'S SUPERINTENDENT,
LATITUDE N 39'55'40" LONGITUDE W 86'09'44"
B. 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
A6
LOT BOUNDARIES ARE SHOWN ON THE PLAN.
ONSITE, IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE, OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE PLACED
A7
HYDROLOGIC UNIT CODE: 05120201090060.
UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER.
A8
IDEM SECTION 401 WATER QUALITY CERTIFICATION,
C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE i
FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY
A9
STORMWATER WILL DISCHARGE INTO THE EXISTING R.O.W. ALONG 1 -465
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 SIZE.
A10
THERE ARE NO KNOWN WETLANDS, LAKES OR WATER COURSES WITHIN THE CONSTRUCTION
2 CONSTRUCTION MATERIALS AND THEIR PACKAGING
LIMITS.
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THE ULTIMATE RECEIVING WATER IS WILLIAMS CREEK.
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 ,
Al2
THERE IS NO EVIDENCE OF ANY EXISTING STRUCTURES ON THIS PROPERTY OR
SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND /OR WINDY WEATHER, AND BY
IMMEDIATELY DOWNSTREAM THAT MAY POTENTIALLY DISCHARGE IN THE GROUNDWATER,
APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT
ALTHOUGH STORMWATER MAY POTENTIALLY DISCHARGE INTO GROUNDWATER AT THE
OF PERMANENT VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE AND INLET PROTECTION DEVICES SHALL BE REMOVED IN A
OUTLET OF THE DETENTION POND.
MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY REVEGETATED.
A13
THE SITE DOES NOT LIE WITHIN THE 100 -YEAR FLOODPLAIN.
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
A14
PRE - CONSTRUCTION PEAK DISCHARGE: 25.0 CFS +/- TOTAL SITE
ACROSS OR OFF THE SITE BY WIND, SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS, WHERE POSSIBLE, OPERATIONS SUCH AS
POST- CONSTRUCTION PEAK DISCHARGE: 9.40 CFS TOTAL SITE)
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
A15
ADJACENT LAND USES:
IMMEDIATELY OR STORED ONSITE FOR FUTURE USE. PACKAGED MATERIALS STORED ONSITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING
NORTH: INTERSTATE 465.
SOUTH: RESIDENTIAL
SHALL BE REPAIRED OR DISPOSED OF PROPERLY.
EAST: COMMERCIAL
WEST: AGRICULTURAL
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 a
A16
CONSTRUCTION LIMITS ARE SHOWN IN THE PLAN VIEW.
DIRT AND PREVENT THESE MATERIALS FROM ENTERING THE STORM SEWER SYSTEM. `
A17
THE SITE IS PRIMARILY COVERED WITH AGRICULTURAL CROP, WITH SOME WOODED AREAS,
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 AS SHOWN WITHIN THESE PLANS,
A18
SOILS INFORMATION:
Br - BROOKSTON SILTY CLAY LOAM -THIS DARK COLORED, SILTY IN TEXTURE AND ON
E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION. WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY
DEPRESSIONAL UPLANDS. IT IS DEEP AND VERY POORLY DRAINED WITH MODERATE
STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE.
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.
3. CONCRETE WASTE WATER
THE MAIN SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH
WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL,
A. ALL CONCRETE WASTE WATER SHALL BE DISPOSED OF IN THE DESIGNATED CONCRETE WASHOUT AREAS. CONCRETE WASTE WATER SHALL BE DISCHARGED
MODERATE PERMEABILITY AND PONDED SURFACE WATER.
INTO A 4' -HIGH, 10'- DIAMETER DOUGHNUT -TYPE MULCH BERM CONSTRUCTED OVER A GEOTEXTILE FABRIC. CONTRACTOR SHALL INSPECT THIS AREA ON
A DAILY BASIS AT A MINIMUM. WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN ACCEPTABLE CONTAINER AND
CrA - CROSBY SILT LOAM, 0 TO 3 PERCENT SLOPES - THIS SOIL IS LIGHT COLORED,
DISPOSED OF IN A PROPER MANNER.
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
4. PAINT PRODUCTS
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
A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER BY WHICH THE MANUFACTURER SUGGESTS. UNDER NO
DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL
CIRCUMSTANCES SHALL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION
POTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOW PERMEABILITY,
BASINS. ANY VIOLATIONS OF THIS SHALL BE REPORTED TO THE JOB SUPERINTENDENT.
MmB2 - MIAMI SILT LOAM, 2 TO 6 PERCENT SLOPES, ERODED - THIS GENTLY SLOPING,
IN THE EVENT OF ACCIDENTAL CONTAMINATION, ALL EFFORTS SHOULD BE MADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE CARMEL
DEEP, WELL DRAINED SOIL IS ON RISES ON TILL PLAINS AND ALONG DRAINAGEWAYS AND
FIRE DEPARTMENT (317)571 -2600 SHOULD BE CONTACTED IMMEDIATELY TO DETERMINE IF FURTHER MEASURES ARE NEEDED.
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
814 PROJECT SITE OWNER OR THEIR REPRESENTATIVE, KNOWLEDGEABLE IN EROSION AND SEDIMENT CONTROL, WILL INSPECT THE SITE FOR STORMWATER
TILL, CONTENT OF ORGANIC MATTER IN THE SURFACE LAYER IS MODERATE. AVAILABLE
POLLUTION PREVENTION DEFICIENCIES AT LEAST WEEKLY AND AGAIN WITHIN 24 HOURS OF EVERY h INCH RAIN EVENT. ALL INSPECTION REPORTS SHALL
WATER CAPACITY IS HIGH. THE MAIN SOIL FEATURES THAT AFFECT URBAN
BE SENT TO CITY OF CARMEL, ENGINEERING DEPT., ATTN: STORMWATER ADMINISTRATOR. SEE EROSION CONTROL SCHEDULE, SHEET C602, FOR
DEVELOPMENT USEES ARE MODERATE POTENTIAL FROST ACTION, MODERATELY SLOW
MAINTENANCE DETAILS. THE OWNER'S REPRESENTATIVE SHALL BE IDENTIFIED TO THE CITY OF CARMEL AT THE PRE - CONSTRUCTION MEETING.
PERMEABILITY, MODERATE SHRINK -SWELL POTENTIAL, LOW STRENGTH, AND EROSION
DURING CONSTRUCTION.
A19
ALL PROPOSED STORMWATER SYSTEMS ARE SHOWN IN THE PLAN VIEW. DETAILED
B15 NOT APPLICABLE.
INFORMATION (LE. INVERT ELEVATIONS) CAN BE FOUND ON THE UTILITY PLAN,
POST CONSTRUCTION COMPONENTS
A20
NO OFF SITE ACTIVITIES ARE ANTICIPATED FOR THIS PROJECT.
Cl EXPECTED POLLUTANTS WILL BE MINIMAL IN NATURE, POST - DEVELOPMENT. OIL, GREASE, ANTIFREEZE, GASOLINE, LAWN CHEMICALS, ETC. MAY OCCUR IN
A21
THERE ARE NO SOIL STOCKPILES PLANNED FOR THIS PROJECT.
LIMITED AMOUNTS AS A RESULT OF THE MAJORITY OF THIS PROJECT SITE BEING USED FOR TEMPORARY PARKING. THE ONLY OTHER REASONABLY
FORESEEN POLLUTION FROM THIS SITE WILL BE LITTER AND TRASH DUMPED BY VISITORS.
A22
EXISTING TOPOGRAPHY IS SHOWN IN THE PLAN VIEW.
C2 ALL EROSION CONTROL MEASURES AS SHOWN ON THE PLAN VIEW WILL BE INSTALLED BEFORE ANY DISTURBANCE OF THE PROJECT OCCURS. FINAL
A23
PROPOSED CONTOURS AND SPOTSHOTS ARE PROVIDED IN THE PLAN VIEW TO INDICATE
STABILIZATION OF THE SITE WILL BE ACCOMPLISHED USING PERMANENT SEEDING OF ALL OPEN AREAS, LANDSCAPING WITH MULCH WHERE APPLICABLE
DRAINAGE PATTERNS,
AND PLACEMENT OF ASPHALT PAVEMENT. THE AQUA SWIRL WILL BE INSTALLED WITH THE STORM STRUCTURES IN ITEM #9 OF THE CONSTRUCTION
SEQUENCE SHOWN ON C301. THE POND WILL BE GRADED DURING ITEM #7 OF THE CONSTRUCTION SEQUENCE, C301.
CONSTRUCTION COMPONENT
B1 POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES INCLUDE CONCRETE
C3 BUILDING OWNER WILL BE MAINTAINING ALL PARKING AREAS ON A WEEKLY BASIS. THIS MAINTENANCE INCLUDES FREQUENT SWEEPING OF ALL PAVED
WASTE WATER, TRASH, FOSSIL FUELS, OIL, GREASE, PAINT, LAWN CHEMICALS, AND
SURFACES AS WELL AS COLLECTION OF ANY LITTER. ALL GREEN SPACES WILL BE MAINTAINED WITH REGULAR MOWING DURING GROWING SEASONS.
SOIL /SEDIMENT. EXPOSURE OF THESE POLLUTANTS TO RUNOFF SHOULD BE
PERIODIC FERTILIZER APPLICATIONS WILL OCCUR TO THE GREEN SPACES. THE WET DETENTION POND ACTS AS A PERMANENT STORM WATER CONTROL
ENT STORAGE,
MINIMIZED PERFORMING ACTIVITIES SUCH AS EQUIPMENT STORAGE, REFUELING,
STRUCTURE PROVIDING BOTH RETENTION AND TREATMENT OF CONTAMINATED STORM WATER RUNOFF. THE POND CONSISTS OF A PERMANENT POOL OF
MAINTENANCE AND PORT -A -LET PLACEMENT IN DESIGNED AREAS AS SHOWN ON THIS
C
WATER INTO WHICH STORM WATER RUNOFF IS DIRECTED. RUNOFF FROM EACH RAIN EVENT IS DETAINED AND TREATED IN THE POND UNTIL IT IS
SHEET.
DISPLACED BY RUNOFF FROM THE NEXT STORM. THE POND'S NATURAL PHYSICAL, BIOLOGICAL, AND CHEMICAL PROCESSES THEN WORK TO REMOVE
POLLUTANTS. SEDIMENTATION PROCESSES REMOVE PARTICULATES, ORGANIC MATTER, AND METALS, WHILE DISSOLVED METALS AND NUTRIENTS ARE
82
A CONSTRUCTION SEQUENCE CAN BE FOUND SHEET C301,
REMOVED THROUGH BIOLOGICAL UPTAKE. IN ADDITION, AN AQUA SWIRL WILL BE USED POST DETENTION TO REMOVE SEDIMENT, FLOATING DEBRIS AND
FREE OIL FROM THE RUNOFF PRIOR TO GOING OFF SITE.
63-
THE APPROPRIATE EROSION CONTROL MEASURES ARE SHOWN IN THE PLAN VIEW,
OWNER CONTACT:
B9
SEE THE DETAIL SHEETS FOR THE CONSTRUCTION SPECIFICATIONS OF EACH MEASURE.
AARON REYNOLDS
DUKE REALTY CORPORATION
B10
WATER QUALITY WILL BE HANDLED BY AN AQUA -SWIRL UNIT, MODEL AS -8. ALL
600 EAST 96TH STREET, SUITE 100
STORMWATER LEAVING THE SITE WILL PASS THROUGH THE AQUA -SWIRL WHERE SEDIMENT,
INDIANAPOLIS, IN 46240
OILS, AND OTHER POLLUTANTS WILL BE REMOVED.
PHONE: 317 - 808 -6000
B11
SEE SEEDING SCHEDULE DETAIL, EROSION CONTROL BLANKET STAPLE PATTERN ON SHEET
UR WILL BE E SITME ASI DESCRIBED IN B10. THE OWNER WILL PERFORM REGULAR MAINTENANCE INCLUDING
C4 PERMANENT STORMWATER QUALITY MEASURES
C602.
REMOVAL A AND
B12
SEE EROSION CONTROL INSTALLATION AND SEEDING SCHEDULE DETAILS ON SHEET C602.
C5 MAINTENANCE OF ALL STORMWATER 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
B13
MATERIAL HANDLING AND SPILL PREVENTION PLAN:
THAT EXPERIENCE EROSION FROM RAINFALL EVENTS SHOULD BE REPAIRED AND REVEGETATED AS SOON AS POSSIBLE. TRASH OR LITTER SHOULD BE
IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION
PICKED UP AND PROPERLY DISPOSED TO PREVENT IT FROM GETTING INTO THE STORM DRAINAGE SYSTEM AND DOWNSTREAM WATERWAYS,
THE CONTRACTOR SHALL IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION
PLAN, THE CONTRACTOR SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND
PAVEMENT AREAS SHOULD BE MONITORED FOR POLLUTANTS. ANY LARGE QUANTITIES OF FLUIDS SUCH AS OIL, ANTIFREEZE, BRAKE FLUID, ETC. FOUND
REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL. IF A SPILL SHOULD OCCUR PLEASE
ON THE PAVEMENT SHOULD BE REPORTED TO THE OWNER. THE OWNER SHOULD CLEAN THE POLLUTANTS AND PREVENT THE SOURCE FROM ENTERING
CONTACT THE APPROPRIATE AUTHORITIES BELOW:
THE SITE IN THE FUTURE. FINALLY, PAVEMENTS SHOULD ALSO BE MONITORED FOR SEDIMENT COMING FROM VEGETATIVE AREAS. IF POST - CONSTRUCTION
EMERGENCY RESPONSE 911
EROSION IS OCCURRING, THE SOURCE SHOULD BE RE- STABILIZED AS SOON AS POSSIBLE BY SEEDING, SODDING OR MULCHING,
CARMEL FIRE DEPARTMENT (317)571 -2600
CARMEL POLICE DEPARTMENT (317)571 -2500
ONCE CONSTRUCTION IS FINISHED, A YEARLY INSPECTION SCHEDULE OF ALL STRUCTURAL POST - CONSTRUCTION BMPs SHALL BE ESTABLISHED, AN
INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (888)233 -7745
INSPECTION REPORT WILL BE DUE EVERY YEAR, WITH THE FIRST REPORT DUE ONE YEAR AFTER THE NOTICE OF TERMINATION IS ISSUED. SUBSEQUENT
REPORTS ARE DUE WITHIN THE MONTH OF THE ORIGINAL REPORT.
GRADING NOTES
1. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL
TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND CORRECT,
2. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES
AS NECESSARY.
3. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING
PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED
WITH A TACK COAT MATERIAL.
4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE
EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB AND TO
MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM.
5. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT,
VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY
COMPANIES SO NOT TO CAUSE DAMAGE,
6. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL
INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET
DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA.
7. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE
DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL
CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED
OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE
CONSTRUCTION WORK IS COMPLETED.
8. T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A
STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET. T,C. SHALL
INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET.
LANDSCAPE NOTES
PLANT SCHEDULE
SYR -J
SYMBOL
QUANTITY
BOTANICAL NAME
IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND PLANT LIST, THE PLAN SHALL DICTATE. IF
TREES
'
PLANT IDENTIFICATION BOX QUANTITY SHOWN ON PLAN DIFFERS FROM GRAPHIC PLANT CIRCLE COUNT,
B/B
ACE -A
32
ACER X FREEMANII
21
ACE -P
6
ACER PLATANOIDES 'EMERALD QUEEN'
BARK MULCH, ALL ANNUAL FLOWER BEDS SHALL BE COVERED WITH 2" SHREDDED HARDWOOD
ACE -R
13
ACER RUBRUM 'RED SUNSET'
ACE -S
30
ACER SACCHARUM
SERBIAN SPRUCE
AME -C
59
AMELANCHIER CANADENSIS
AN APPROVED PRE - EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND FLOWER
CRA -P
36
CRATAEGUS PHAENOPYRUM
Ili
MAG -S
45
MAGNOLIA X SOULANGIANA
4.
PIC -A
93
PICEA ABIES
BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH
PIC -0
54
PICEA OMORIKA
Q 5
PIC -P
84
PICEA PUNGENS
PLANT 48" O.C.
PLA -B
21
PLATANUS X ACERIFOLIA 'BLOODGOOD'
SYR -J
24 SYRINGA JAPONICA
I
I�.
1.
IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND PLANT LIST, THE PLAN SHALL DICTATE. IF
43 QUERCUS RUBRUM
'
PLANT IDENTIFICATION BOX QUANTITY SHOWN ON PLAN DIFFERS FROM GRAPHIC PLANT CIRCLE COUNT,
B/B
GREEN MOUNTAIN SUGAR MAPLE
TH E GRAPHIC CIRCLE COU NT SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE ARCHITECT,
,,
21
ALL MULCH BEDS TO BE COVERED WITH 4" THICK LAYER OF SHREDDED HARDWOOD
B/B CLUMP
WASHINGTON HAWTHORN
BARK MULCH, ALL ANNUAL FLOWER BEDS SHALL BE COVERED WITH 2" SHREDDED HARDWOOD
B/B CLUMP
SUACER MAGNOLIA
BARK MULCH, BARK MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE
NORWAY SPRUCE
UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING
B/B
SERBIAN SPRUCE
OPERATIONS, NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED.
11
3.
AN APPROVED PRE - EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND FLOWER
,.
BLOODGOOD LONDON PLANETREE
BEDS AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT.
Ili
TREE LILAC
2"
B/B
4.
FINAL PLACEMENT OF PLANT MATERIALS, ETC, SHALL BE APPROVED BY LANDSCAPE ARCHITECT
�1
RED OAK
BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH
B/B
GREEN VASE ZELCOVA
A WOODEN STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND MULCH BED
B/B
MISS KIM LILAC
LINES SHALL BE MARKED BY A HIGHLY VISIBLE PAINT LINE WITH OCCASIONAL WOOD STAKES FOR
8/8
PLANT 48" O.C.
REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTINGS OPERATIONS, LANDSCAPE
150
TAXUS X MEDIA 'DENSIFORMIS'
ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE,
24"
B/B
PLANT 48" O.C.
T,
5.
NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED, IF PLANTS ARE SHOWN TO BE
e
3F."
UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID DATE IN
L
PERENNIALS,
CAL -A 38
WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PR OJEC T IDENTIFICATION AT
1z
2 GAL, CONT,
NURSERY OR CONTRACTOR'S OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE
�N
43
INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE.
VARIEGATED JAPANESE SEDGE
2 GAL. CONT.
PLANT 24" O.C.
6.
ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 1996 EDITION,
f
PURPLELEAF WINTERCREEPER
AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN.
1k
PLANT 6" O.C.
HEM -M
11
7.
PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL
a)�
2 -1/4" P.P.
NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY OWNER.
I
8.
ALL LANDSCAPE PLANTINGS, INCLUDING TRANSPLANTS, SHALL BE GUARANTEED FOR A PERIOD OF
PALACE PURPLE CORAL BELLS
Z
ONE (1) YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT, AT THE END OF THIS
PLANT 24" O.C.
LIR -M
PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL
LIRIODE MUSCARI 'BIG BLUE'
BIG BLUE LILYTUFT
BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR.
�,
9.
THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE
30
LOBELIA CARDINALIS
REQUIRED FOR HIS PORTION OF WORK.
O
2 GAL, CONT.
PLANT 36" O.C.
MIS -S
10.
PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE
\,
BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS
PLANT 36" O.C.
PEN -A
TO ALSO BE MILDLY ACIDIC IN CHARACTER AND SHALL MEET APPROVAL OF LANDSCAPE ARCHITECT.
PENNISETUM ALOPECUROIDES ' HAMELN'
11.
LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE
2 GAL. CONT.
PLANT 36" O.C.
OF ANY PLANTS THAT HE FEELS MAY NOT SURVIVE TRANSPLANTING OPERATIONS OR IN LOCATIONS
&
A/E Job Number:
NOTED.
65493
12.
ALL DISTURBED LAWN AREAS SHALL BE SEEDED OR SODDED AS DIRECTED BY OWNER. SEEDED
1
AND SODDED LAWNS SHALL BE SEED MIX "U" FROM INDIANA STATE HIGHWAY SPECIFICATION OR
AS APPROVED BY LANDSCAPE ARCHITECT,
13.
ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT
�„
END OF ONE (1) YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 2% OF
ANY LAWN AREA. ANY AREA SO NOTED WILL BE SEEDED UNTIL AN ACCEPTABLE STAND OF GRASS
il
IS ESTABLISHED.
L
14,
ALL LANDSCAPE PLANTINGS TO BE MAINTAINED FOR 90 DAYS FOLLOWING FINAL INSPECTION OF
g11
LANDSCAPE ARCHITECT. ALL STAKES AND GUY WIRES MUST BE REMOVED WITHIN ONE YEAR.
it
ALL SODDED LAWN TO BE MAINTAINED FOR A PERIOD OF 90 DAYS FOLLOWING FINAL INSPECTION
Llx
-
BY A/E AFTER WRITTEN REQUEST FROM LANDSCAPE CONTRACTOR. MAINTENANCE TO INCLUDE
-'
WATERING, WEEDING, CULTIVATING, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS
REQUIRED FOR PROPER ESTABLISHMENT OF LAWNS AND PLANTINGS. CONTRACTOR SHALL
BE RESPONSIBLE FOR ALL WATERING, EVEN IF THE IRRIGATION SYSTEM IS NOT OPERATIONAL
AT THE TIME OF PLANTING OR IS NOTED INCLUDED IN CONSTRUCTION.
15,
CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE
ARCHITECT.
,1
!._,
16.
ALL LAWN AREAS WITHIN LAWN LIMIT LINES TO RECEIVE 4" MINIMUM APPROVED TOPSOIL PRIOR TO
SEEDING OR SODDING OPERATIONS.
17.
BACKFILL FOR TREE PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS.
TOP LAYER OF BACKFILL SHALL BE 100% EXISTING TOPSOIL A 5 -10 -5 ANALYSIS SLOW RELEASE
FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES,
SYR -J
24 SYRINGA JAPONICA
TIL -A
22 TILIA AMERICANA ' REDMOND
QUE -B
43 QUERCUS RUBRUM
ZEL -S
11 ZEICOVA SERRATA
COMMON NAME SIZE
ROOT NOTES
ARMSTRONG TWO MAPLE
2 1/2"
B/B
EMERALD QUEEN NORWAY MAPLE
2 112"
B/B
RED SUNSET MAPLE
2 112"
B/B
GREEN MOUNTAIN SUGAR MAPLE
2 112"
B/B
SERVICEBERRY
8'
B/B CLUMP
WASHINGTON HAWTHORN
8'
B/B CLUMP
SUACER MAGNOLIA
8'
B/B
NORWAY SPRUCE
8'
B/B
SERBIAN SPRUCE
8'
B/B
GREEN SPRUCE
8'
B/B
BLOODGOOD LONDON PLANETREE
2 112"
B/B
TREE LILAC
2"
B/B
REDMOND LINDEN
2 112"
B/B
RED OAK
2 112"
B/B
GREEN VASE ZELCOVA
2 112"
B/B
BUX -K
72
BUXUS X K 'GREEN VELVET'
GREEN VELVET BOXWOOD
24"
CONT.
PLANT 36" O.C.
COR -S
83
CORNUS SERICEA BAILEYI
RED TWIG DOGWOOD
24"
CONT.
PLANT 36" O.C.
ILE -C
34
ILEX CRENATA 'COMPACTA'
COMPACT JAPANESE HOLLY
24"
CONT.
PLANT 36" O.C.
JUN -C
121
JUNIPERUS CHINENSIS 'KALLAYS COMPACT'
KALLAY PFITZER JUNIPER
24"
CONT.
PLANT 48" O.C.
JUN - S
6 7
JUN PE R US C HI NENSIS SEA G R EE N'
SE A GREEN JUNIPER
24"
CENT.
PLANT 48' O.C.
PHY -S
41
PHYSOCARPUS OPULIFOLIUS 'MONLO'
PURPLE NINEBARK
24"
B/B
PLANT 48" O.C.
SYR -M
67
SYRINGA P 'MISS KIM'
MISS KIM LILAC
24"
8/8
PLANT 48" O.C.
TAX -M
150
TAXUS X MEDIA 'DENSIFORMIS'
DENSE YEW
24"
B/B
PLANT 48" O.C.
VIB -B
62
VIBURNUM X BURKWOODII
BURKWOOD VIBURNUM
3F."
B/B
PLANT 48" O.C.
PERENNIALS,
CAL -A 38
ORNAMENTAL GRASSES, AND GROUND COVERS
CALF. 'AGROSTIS A 'KARL FOERSTER' FEATHER REED GRASS
1z
2 GAL, CONT,
PLANT 36" O.C.
CAR -M
43
CAREX MORROWII 'VARIEGATA'
VARIEGATED JAPANESE SEDGE
2 GAL. CONT.
PLANT 24" O.C.
EUO -F
700
EUONYMUS FORTUNEI'COLORATA'
PURPLELEAF WINTERCREEPER
50 /FLAT
PLANT 6" O.C.
HEM -M
262
HEMF40CALLIS CULTIVARS
MIXED DAYLILY
a)�
2 -1/4" P.P.
PLANT 12" O.C.
HEU -M
96
HEUCHERA MISCRANTHA 'PALACE PURPLE'
PALACE PURPLE CORAL BELLS
Z
1 GAL, CONT.
PLANT 24" O.C.
LIR -M
30
LIRIODE MUSCARI 'BIG BLUE'
BIG BLUE LILYTUFT
O
2 GAL. CONT.
PLANT 36" O.C.
LOB -C
30
LOBELIA CARDINALIS
CARDINAL FLOWER
O
2 GAL, CONT.
PLANT 36" O.C.
MIS -S
178
MISCANTHUS SINENSIS
MAIDEN GRASS
2 GAL, CONT.
PLANT 36" O.C.
PEN -A
159
PENNISETUM ALOPECUROIDES ' HAMELN'
HAMELN FOUNTAIN GRASS
cool
2 GAL. CONT.
PLANT 36" O.C.
PER -A
RUD -G
126
130
'a SED -H 161
18. ALL PLANTING BEDS SHALL HAVE A SPADED EDGE TO A DEPTH EQUAL TO SPECIFIED MULCH THICKNESS. il,
f STA -B 40
u
LAWN
SEED
SOD
PEROVSKIA ATROPLICIFOLIA
RUSSIAN SAGE
2 GAL, CONT.
PLANT 36" O.C.
RUDBECKIA FULGIDA 'GOLDSTRUM'
BLACK -EYED SUSAN
2 GAL. CONT.
PLANT 36" O.C.
SEDUM HYBRIDA 'AUTUMN JOY'
AUTUMN JOY STONECROP
2 GAL. CONT.
PLANT 36" O.C.
STACHYS BYZANTINA LANTANA
LAMBS EAR
2 GAL, CONT.
PLANT 24" O.C.
SO. FT. ALL SEED AREA ; TO BE IRRIGATED UNLESS OTHERWISE NOTED
SO. YDS. ALL SOD AREAS TO BE IRRIGATED
O X0215 -
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MULCH
SHREDDED HARDWOOD CU. YDS. ALL PLANTING AREAS TO BE ® A 3" DEPTH
BARK MULCH
GENERAL NOTE:
QUANTITY LISTS ARE SUPPLIED AS A CONVENIENCE. THE CONTRACTOR SHALL VERIFY ALL QUANTITIES.
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5 a. , , F, "`� `'h ,
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NOTE: TREES SHOWN IN SIDEWALK IN CENTER COURTYARD AREA
SHALL BE PLANTED IN 60" X 60" OPENINGS WITH TREE GRATES, k
C
r- _. �_ -
-
111 OVERALL SITE GREENSPACE i
F �- . -f .._
�, TOTAL GREENSPACE 5.22 ACRES "
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PERCENT GREENSPACE REQUIRED 15.00% �`'� ' 0/---.------
..LiiC -���
PERCENT GREENSPACE PROVIDED 25.79% �-- _----- ------- - - - - ---
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[Fax:Duke
CORPORATION
st 96th Street
0
olis IN 46240
317 808 -6000
317 808 -6797
WMILPERT
7140
Waldemar Drive
Indianapolis,
Indiana
46268 -4192
317.299.7500
FAX: 317.29 1.5805
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Certified By:
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Drawing Number:
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2
of 13 Sheets
Duke Realty Job Number:
PWW301 -001
A/E Job Number:
65493