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THE PROP. CONSTRUCTION IS FOR THE CONSTRUCTION OF
THE DAYCARE FACILITY AND ASSOCIATED OFFSITE ROAD
IMPROVEMENTS REQUIRED BY THE TIA.
THE SITE TO BE DEVELOPED IS APPROXIMATELY 2.41 ACRES
WITH A PROPOSED DISTURBED AREA OF 2.00 ACRES.
OFFSITE ROAD IMPROVEMENTS ARE TO BE DEVELOPED ON
APPROXIMATELY 0.30 ACRES WITH A PROPOSED DISTURBED
AREA OF 0.25 ACES
THE SITE IS LEVEL TOPOGRAPHY WITH SOILS ON SITE BEING
CLASSIFIED AS:
SYMBOL NAME HYDROLOGIC GROUP
UmF UDORTHENTS, URBAN LAND COMPLEX C
UdE UDORTHENTS, LOAMY C
ANY SOILS LEAVING OR ENTERING THE SITE WILL NEED TO BE
DELIVERED TO OR RECEIVED FROM A SITE WITH AN
APPROVED EROSION AND SEDIMENT CONTROL PLAN.
THE SCOPE OF WORK WILL INCLUDE INSTALLATION OF
EROSION CONTROL MEASURES, CLEARING AND GRUBBING,
FINE GRADING, UTILITY CONSTRUCTION, STORM DRAINAGE,
AND PAVING.
ALL AREAS DETERMINED BY AUTOCAD.
DOWNSTREAM RECEIVING WATER IS LAKE NORMAN
THIS SITE IS IN ZONE X PER FEMA FLOOD MAP COMMUNITY
PANEL NUMBER: 3710466700J.
CONSTRUCTION SEQUENCE:
PHASE 1
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL
FROM IREDELL COUNTY.
2. FLAG WORK LIMITS TO PREVENT UNNECESSARY
CLEARING AND STRIPPING. STAKE DISTURBED AREA
PRIOR TO PRE -CONSTRUCTION MEETING.
3. SET UP PRE -CONSTRUCTION MEETING WITH IREDELL
COUNTY INSPECTOR PRIOR TO COMMENCEMENT OF ANY
GRADING OR CLEARING.
4. DEMO SITE PER DEMOLITION PLAN SHEET C1.1
5. CLEAR ONLY WHAT IS NECESSARY TO INSTALL
CONSTRUCTION ENTRANCE, SKIMMER BASIN,
TEMPORARY DIVERSION DITCHES, SILT FENCE, AND SILT
FENCE OUTLETS.
6. INSTALL SILT FENCE/SILT FENCE OUTLETS.
7. INSTALL SKIMMER BASIN. INSTALL DIVERSION DITCHES
AND WATTLES.
8. CALL IREDELL COUNTY INSPECTOR FOR 1ST INSPECTION
OF ALL EROSION CONTROL MEASURES. ONCE SITE
MEASURES PASS INSPECTION AND A GRADING PERMIT IS
RECEIVED PROCEED WITH SITE CLEARING AND
GRUBBING.
9. CLEAR AND GRUB THE SITE.
10. DO NOT EXCEED FLAGGED LIMITS OF DISTURBANCE. ANY
VARIANCE FROM APPROVED PLANS WILL REQUIRE
SUBMITTAL OR REVISED PLANS TO IREDELL COUNTY AND
SUBSEQUENT APPROVAL BEFORE PROCEEDING WITH
THE WORK.
11. REFER TO EROSION AND SEDIMENT CONTROL PLAN
PHASE 2 FOR CONSTRUCTION SEQUENCE AFTER PHASE 1
IS COMPLETED.
12. NO EROSION CONTROL MEASURES IN EITHER PHASE 1 OR
2 SHOULD BE REMOVED UNTIL THE AREAS DRAINING TO
SUCH MEASURES HAVE BEEN STABILIZED AND
PERMISSION RECEIVED FROM IREDELL COUNTY_
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MAINTENANCE PLAN:
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NO SCALE
THE FOLLOWING MAINTENANCE PLAN SHALL BE FOLLOWED
UNTIL THE SITE IS COMPLETELY STABILIZED AFTER
CONSTRUCTION. DURING CONSTRUCTION THE CONTRACTOR
SHALL BE RESPONSIBLE FOR INSPECTION AND MAINTENANCE
OF ALL EROSION AND SEDIMENT CONTROL STRUCTURES.
1. ALL EROSION CONTROL MEASURES SHALL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING ANY RAINFALL
PRODUCING RUNOFF AND AT LEAST ONCE EVERY WEEK.
ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY SO
THAT ALL EROSION CONTROL MEASURES ARE MAINTAINED
AS DESIGNED.
2. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
NECESSARY, AND MULCHED IN ACCORDANCE WITH THE
SEEDING SPECIFICATIONS IN ORDER TO MAINTAIN A DENSE
VEGETATIVE COVER.
3. SEDIMENT DEPOSITS SHALL BE REMOVED FROM SEDIMENT
FENCE AFTER EACH STORM EVENT OR SEDIMENT FENCE
SHOULD BE REPLACED. THEY MUST BE REMOVED WHEN
DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF
THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER THE SEDIMENT FENCE IS REMOVED SHALL BE
DRESSED TO CONFORM TO THE EXISTING GRADE,
PREPARED AND SEEDED.
4. SEDIMENT BASINS SHALL BE CLEANED OUT WHEN THE
LEVEL OF SEDIMENT REACHES THE MID -DEPTH POINT
BELOW THE WEIR ELEVATION. WASHED STONE SHALL BE
CLEANED OR REPLACED WHEN THE SEDIMENT BASIN NO
LONGER DRAINS PROPERLY.
5. GROUND COVER SHALL BE ESTABLISHED ON EXPOSED
SLOPES PER THE NEW STABILIZATION TIMEFRAME TABLE ON
SHEET C6.3.
6. SEDIMENT DEPOSITS SHALL BE REMOVED FROM
TEMPORARY CHECK DAMS AND/OR WATTLES AFTER EACH
STORM EVENT. STONE FACING SHALL BE CLEANED OF
CONTAMINATED STONE AND REPLACED WITH CLEAN
WASHED STONE.
EROSION CONTROL NOTES:
1. ON -SITE BURIAL PIT LOCATIONS MUST BE DOCUMENTED ON
FINAL PLAT.
2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED
EROSION CONTROL PLAN IS A VIOLATION OF THE STATE
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
3. NO MORE THAN 20 ACRES TO BE DISTURBED AT ONE TIME.
4. STABILIZATION IS THE BEST FORM OF EROSION CONTROL.
TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION
CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY
WHEN SPECIFICALLY REQUIRED AS PART OF THE
CONSTRUCTION SEQUENCE SHOWN ON THE PLAN.
5. ALL AREAS ARE TO BE SEEDED AND MULCHED PER THE NEW
STABILIZATION TIMEFRAME TABLE ON SHEET C-3.2.
6. ADDITIONAL MEASURES TO CONTROL EROSION AND
SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF
THE STATE.
7. MAXIMUM TEMPORARY GRADED SLOPES ARE 2:1. WHEN
STEEPER SLOPES MUST BE USED, PLANS SHALL BE SEALED
BY A GEOTECHNICAL ENGINEER FOR SLOPE STABILITY AND
FINAL SURFACE STABILIZATION.
8. ALL WORK IMPACTING STREAMS MUST HAVE APPROPRIATE
NCDENR-DWQ AND U.S.A.C.E. (401/404) PERMITS.
9. ALL FLOW FROM PERMANENT / TEMPORARY DITCHES
SHOULD BE DIRECTED TOWARDS SEDIMENT TRAPS UNTIL
SITE IS COMPLETELY STABILIZED.
10. ALL PERMANENT SLOPES STEEPER THAN 3:1 SHALL HAVE
EROSION CONTROL MAT EQUIVALENT TO NORTH AMERICAN
GREEN SC75.
11. DE -WATERING OF THE WORK AREA DIRECTLY INTO A
STREAM, CREEK, WETLAND, ETC. IS PROHIBITED.
10. ANY OFF -SITE BORROW OR SPOIL SITE USED DURING
CONSTRUCTION SHALL HAVE AN APPROVED EROSION
CONTROL PLAN.
LEGEND
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EXISTING CONTOUR
PROP.CONTOUR
DRAINAGE BOUNDARY
LIMIT OF DISTURBANCE
PROP.SILT FENCE
PROP.SILT FENCE STONE OUTLET
PROP.WATTLE
PROP.INLET PROTECTION
TEMPORARY DIVERSION DITCH
POROUS BAFFLE
SKIMMER BASIN
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PROJECT INFORMATION
s 1 PROJECT MANAGER: AL
GRAPHIC SCALE I , DESIGNED BY: SA
30' 0 15' 30' 60' 120' 1) CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING DRAWN BY: SIB
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE
LOCATED PRIOR TO BEGINNING CONSTRUCTION. PROJECT NUMBER: KM51 .400
2) CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING ORIGINAL DATE: 11/18/2022
( IN FEET) FLAG MEN, ETC., AS NECESSARY TO INSURE SAFETY.
1 INCH = 30 FT. 3) ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE SHEET:
REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA C6.0
DEPARTMENT OF TRANSPORTATION AND LOCAL MUNICIPALITIES.
4) SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS
PART 1926 SUBPART P, OR AS AMENDED.