HomeMy WebLinkAboutC28.0 EROSION CONTROL PLAN CENTER150'20'ER
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PROPOSED BUILDING
FFE: 916.60'
FPG:916.10'
LAG: 916.06'UTILITY EASEMENTUTILITY EASEMENTB
PLOT SCALE: 1:1 EDIT DATE: 7/27/21 - 3:59 PM EDITED BY: MJACKSON DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\EROSION CONTROL PLAN SOUTH.DWGPRINT DATE: 8/31/21GENERAL NOTES
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
EROSION CONTROL LEGEND
30'40'
SCALE: 1"=30'
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
EROSION CONTROL
PLAN CENTERISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY:CHECKED BY:TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
MWJ
1.LAND ALTERATIONS 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 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.THE SITE IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA
AS INDICATED ON THE FLOOD INSURANCE RATE MAP FOR HAMILTON
COUNTY, INDIANA PANEL 18057C0205G DATED 11/19/2014.
12.SCHEDULE OF EARTHWORK ACTIVITIES:
A.THE DURATION OF THE 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 WHEN ACTIVITY CEASES FOR MORE THAN 14
DAYS OR AS DIRECTED BY THE ENGINEER.
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.
C.STOCKPILES SHALL BE LOCATED AS SHOWN. STOCKPILES SHALL
HAVE SILT FENCE AROUND THE PERIMETER AND BE SEEDED IF
IT IS UNDISTURBED FOR MORE THAN 14 CONSECUTIVE DAYS.
13.ANY OFFSITE BORROW AND/OR WASTE SITES THAT ARE NEEDED
SHALL BE PERMITTED AS PART OF THIS PERMIT OR BE PART OF AN
EXISTING PERMIT.
14.ALL CONTROLS FROM THE EROSION CONTROL PLAN MUST BE
INSTALLED PRIOR TO DEMOLITION.
668
EXISTING CONTOUR
PROPOSED CONTOUR
CONSTRUCTION LIMITS
CONSTRUCTION FENCE
INLET PROTECTION
CONCRETE WASHOUT AREA
PORT-O-LET LOCATION
TEMPORARY MATERIAL
STORAGE AREA
TEMPORARY TRASH
STORAGE AREA
TEMPORARY SOIL
STORAGE AREA
AREA SUBJECT TO TEMPORARY
SEEDING DURING CONSTRUCTION
AND PERMANENT SEEDING AND / OR
VEGETATION AFTER CONSTRUCTION.
REFER TO NOTES ON SHEET C010 FOR
GENERAL APPLICABILITY. REFER TO
LANDSCAPE ARCHITECT FOR SEEDING
REQUIREMENTS.
EROSION CONTROL GROUND COVER
AS APPROVED BY THE ENGINEER
GRAVEL CONSTRUCTION ENTRANCE
OUTLET PROTECTION (10' LENGTH)
HYDROLOGIC SOIL GROUP
BOUNDARY
YbvA Brookston Silty Clay
YclA Crosby Silt Loam
EROSION ROLL
RIP-RAP TO REMAIN
DRAINAGE & BMP EASEMENT
A.VEGETATED SWALE PROTECTION SIGNAGE
ROCK DONUT
B. VEGETATED SWALE
C.POND BANKS
NATIVE VEGETATION. SEE LANDSCAPE
PLANS FOR PLANT MIX
EXISTING LEGEND
LEGEND:
C. O.
EROSION CONTROL LEGEND
C28