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MATERIAL HANDLING AND SPILL PREVENTION:
NO CHEMICAL OR HAZARDOUS MATERIALS WILL BE STORED ON SITE. ANY
FUEL SPILLED DURING CONSTRUCTION WILL BE IMMEDIATELY CLEANED UP
WITH AN APPROPRIATE ABSORBENT AND THE CONTAMINATED SOIL WILL
BE EXCAVATED AND DISPOSED OF IN ACCORDANCE WITH CITY OF CARMEL
& STATE OF INDIANA REGULATIONS.
MONITORING AND REPORTING
THE CONTRACTOR SHALL IMPLEMENT A SELF - MONITORING PROGRAM.
THE FOLLOWING ITEMS ARE REQUIRED:
1. A TRAINED PERSON SHALL PERFORM A WRITTEN EVALUATION OF THE
PROJECT SITE BY THE END OF THE NEXT BUSINESS DAY FOLLOWING
EACH MEASURABLE STORM EVENT AND AT A MINIMUM OF ONE TIME
PER WEEK.
2. THE EVALUATION MUST ADDRESS THE MAINTENANCE OF EXISTING STORM
WATER QUALITY MEASURES TO ENSURE THEY ARE FUNCTIONING PROPERLY
AND IDENTIFY ADDITIONAL MEASURES NECESSARY TO REMAIN IN COMPLIANCE
WITH ALL APPLICABLE STATUTES AND RULES.
3. THE WRITTEN EVALUATION REPORT MUST INCLUDE:
a) THE NAME OF THE INDIVIDUAL PERFORMING THE EVALUATION
b) THE DATE OF THE EVALUATION
c) PROBLEMS IDENTIFIED AT THE PROJECT SITE
d) DETAILS OF CORRECTIVE ACTIONS RECOMMENDED AND COMPLETED
e) ALL EVALUATION REPORTS FOR THE PROJECT SITE MUST BE MADE
AVAILABLE TO THE INSPECTING AUTHORITY WITHIN FORTY -EIGHT
HOURS OF A REQUEST
OWNER'S INFORMATION
NAME: MAINSTREET PROPERTY GROUP, LLC
ADDRESS: 14390 CLAY TERRACE BLVD. STE 205
CARMEL, INDIANA 46032
REPRESENTATIVE:
TITLE: REGIONAL CONSTRUCTION MANAGER
TELEPHONE: (317) XXX -XXXX
FACSIMILE: (317) XXX -XXXX
EROSION CONTROL MEASURES
RESPONSIBLE PERSON:
TITLE:
COMPANY: MAINSTREET PROPERTY GROUP, LLC
ADDRESS: 14390 CLAY TERRACE BLVD. STE 205
CARMEL, INDIANA 46032
TELEPHONE: (317) XXX -XXXX
FACSIMILE: (317) XXX -XXXX
CITY OF CARMEL DEPARTMENT OF ENGINEERING NOTES:
1. ALL WORK IN THE PUBLIC RIGHT -OF -WAY SHALL CONFORM TO
CURRENT CITY OF CARMEL STANDARDS. ALL STREETS AND WATER
MAINS ARE TO BE CONSTRUCTED TO CARMEL STANDARD
SPECIFICATIONS. ALL STORM SEWERS SHALL BE CONSTRUCTED TO
CITY OF CARMEL AND HAMILTON COUNTY STANDARDS. CONTACT THE
APPROPRIATE AGENCIES FOR ADDITIONAL INFORMATION AND /OR
DETAILS.
2. ALL PAVING WITHIN THE EXISTING AND PROPOSED
RIGHT -OF -WAY SHALL CONFORM TO THE REQUIREMENTS OF THE
DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE
DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION
MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION
REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED
INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW
THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN ANY EXISTING OR PROPOSED CITY RIGHT -OF -WAY.
3. ALL PAVING IS TO BE COMPLETED WITHIN THE SAME PAVING
SEASON.
BENCH INFOi
('88 datum)
BRONZE DISK SET IN THE TOP OF THE NE CORNER OF A CONC.
SWITCH BASE; 8 INCHES BELOW THE LEVEL OF THE RAILROAD
TRACKS; 2 YARDS EAST OF THE EAST RAIL; 7 RAILS SOUTH OF
111TH STREET; 10 RAILS NORTH OF THE CROSSING OF THE
INDIANA RAILROAD; 11.5 RAILS NORTH OF MILE POST B 170; 2
MILES SOUTH OF THE STATION ALONG THE RAILROAD.
STAMPED "Y 42 1934 ".
ELEV = 838.62
ACE T3M 50 CHISELED SQUARE E. SIDE LIGHT POLE CONC BASE
250'± S* OF N.E. CORNER SITE AND 30'± E. OF EAST R.
ELEV = 845.34
ASI TBM 80
CHISELED SQUARE ON NORTH SIDE LIGHT POLE BASE; ±300'
EAST OF PENNSYLVANIA STREET ON SOUTH SIDE JOHN KIRK
FURNITURE BUILDING.
ELEV = 857.65
AS] TBM 81
CHISELED "X" ON EAST BOLT FIRE HYDRANT ON WEST SIDE
PENNSYLVANIA STREET IN FRONT OF ADDRESS: 12065; EAST
MOST OF TWO FIRE HYDRANTS.
ELEV = 860.20
EROSION AND SEDIMENT CONTROL
CONSTRUCTION SEQUENCE
1. A PRE - CONSTRUCTION MEETING SHOULD BE SCHEDULED WITH THE CITY
OF CARMEL ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION
COMMENCEMENT. MEETING MUST BE HELD PRIOR TO LAND
DISTURBANCE.
2. INSTALL CONSTRUCTION ENTRANCE. (MAINTAIN EXISTING PAVED
ENTRANCE AS LONG AS POSSIBLE, USE SILT DIKE FOR PROTECTION)
3. UTILIZE THE GRAVEL CONSTRUCTION ENTRANCE FOR INSTALLATION OF
THE PERIMETER SILT FENCE. ADD STONE IF NEEDED. POST THE N01 AT
THE ENTRANCE. ADD PROTECTION MEASURES TO EXISTING INLETS.
4. INSTALL STAGING AREA, FUELING STATION, MATERIAL STORAGE AREA
AND CONCRETE TRUCK WASHOUT (WHEN REQUIRED).
5. DEMOLISH EXISTING BUILDINGS AND PAVEMENT ONSITE. MAINTAIN
EXISTING PAVING AS LONG AS POSSIBLE.
6. USE EXISTING PAVING FOR CONSTRUCTION STAGING FOR BUILDING.
7. START BUILDING CONSTRUCTION.
8. DISTURBED AREAS LEFT DORMANT FOR MORE THAN 15 DAYS, MUST BE
TEMPORARILY SEEDED.
9. INSTALL STORM SEWER, UNDERGROUND DETENTION SYSTEM, AND OTHER
UTILITIES. PROVIDE INLET PROTECTION IMMEDIATELY UPON COMPLETION
OF THE INLETS. FINAL GRADE AND STABILIZE SLOPES WHEN INLETS
ARE FUNCTIONING.
10. SEED THE PERIMETER OF THE SITE.
11. COMPLETE HEAVY CONSTRUCTION OF BUILDING.
12. COMPLETE UTILITY INSTALLATION, CURBS, PAVING AND MINOR BUILDING
CONSTRUCTION.
13. INSTALL LANDSCAPING PLANT MATERIAL AND STABILIZE ALL REMAINING
DISTURBED AREAS.
14. REMOVE ALL EROSION AND SEDIMENT CONTROL PRACTICES WHEN LAWN
AREAS HAVE A UNIFORM GRASS COVER.
SOIL TYPES
EROSION CONTROL NOTES
1. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE
DONE IN A WAY THAT WILL MINIMIZE EROSION.
2. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY.
3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL
NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE.
4. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED
NECESSARY BY ON SITE INSPECTION.
5. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO
MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED
FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE.
6. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE
SITE BY STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING
MATERIALS IS REQUIRED.
7. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARING
OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT
SHALL BE RETURNED TO THE SITE FOR DISPOSAL.
8. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE BE COLLECTED
AND RE- DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK.
9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR
NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC.
10. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA SHALL BE
REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT ALLOWED ON SITE.
11. THIS LOT DOES NOT LIE WITHIN ANY FLOOD HAZARD ZONE AS SCALED FROM THE FLOOD
INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, COMMUNITY 180081, CITY OF
CARMEL, PANEL NUMBER 0209G, DATED JANUARY 29, 2010.
12. SCHEDULE OF EARTHWORK ACTIVITIES:
a. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A
PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS SOON AS POSSIBLE.
TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS IF
PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR
MORE THAN 15 DAYS OR AS DIRECTED BY THE ENGINEER.
Br BROOKSTON SILTY CLAY LOAM
CrA CROSBY SILT LOAM, 0 to 3 PERCENT SLOPES
MmB2 MIAMI SILT LOAM, 2 to 6 PERCENT SLOPES, ERODED
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b. TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31.
STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE YEAR. PERMANENT AND FINAL
VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN
SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE.
NOTES:
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED
AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED
CONSTRUCTION PLANS.
DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE
TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND
WILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL
IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER.
AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A
REQUIREMENT ON AS- BUILT /RECORD DRAWINGS
SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES.
APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5
FPS OR LESS OR 10 FPS OR GREATER (AT FULL
FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF
CONSTRUCTION,PRIOR TO BACKFILLING THE PIPE.
THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION
OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH
THE DESIGN PLANS AND
AS APPROVED BY THE CITY OF CARMEL.
CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER
MONUMENTS DURING CONSTRUCTION.
CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES
PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF
VARIATION EXISTS.
NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED
STORM WATER MANAGEMENT PERMIT.
THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL PROPERTY CORNERS
AND BENCHMARKS OR RELOCATING ANY AND ALL BENCHMARKS IF NEEDED TO
FACILITATE CONSTRUCTION.
CAUTION II
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( including, but not limited to, manholes,
inlets, valves, and marks made upon the ground by
others ) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
EXACT LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR
TO ANY AND ALL CONSTRUCTION.
1- 800 - 382 -5544
CALL TOLL FREE
INDIANA UNDERGROUND -
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REVISIONS
EROSION
CONTROL
NOTES
SHEET NO.
C.502
OF
DATE:
05/17/2013
DRAWN BY.
JCS
CHK'D BY'
RLN
JOB N0.
j 2013.00569
REVISIONS
EROSION
CONTROL
NOTES
SHEET NO.
C.502
OF