HomeMy WebLinkAboutErosion Control DetailsREVISION BLOCK
C4.0
Sheet No. :
Project Number:
Bordenet Civil Engineering &
Land Surveying, LLC
Ph. 317-536-6181
8902 Alibeck Ct.
Indianapolis, IN 46256
2023-268
C4.0
GENERAL NOTES
FINAL CONSTRUCTION PLANS
Site Engineer:
Regulatory Agency:
Owner:
Plan Date: September 17th, 2023
Weston Pointe Big Red
Liquors Site Plans
4350 Weston Pointe Drive
Carmel, Indiana
Big Red Liquors & TWG
Development
Dustin Detzler
Ph. 317-523-299
1301 East Washington St.,Ste. 100
Indianapolis, IN 46202
Bordenet Civil Engineering &
Land Surveying, LLC
D. Scott Bordenet
Ph. 317-840-6532
8902 Alibeck Ct.
Indianapolis, IN 46256
Dept. of Community Services
Ph. 317-571-2417
Carmel City Hall
One Civic Square
Carmel, IN 46032
SILT FENCE BARRIER DETAILS (SF)
STABLE CONSTRUCTION ENTRANCE DETAILS (SC)PERMANENT SEEDING DETAILS (PS)
INLET PROTECTION IN PAVEMENT (IP)
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SOILS MAP
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CONCRETE WASHOUT (CW)
EROSION CONTROL PLAN
GENERAL NOTES
EROSION CONTROL
DETAILS
PERIMETER CONTROL:
Place Siltworm directly on top of grade, and overlap ends a minimum of 6". Site preparation is minimal, and there is no staking or
trenching requirement for grades under 12%. Arrange the Siltworm perimeter control in a manner that is applied perpendicular to sheet
flow. Ensure ground contact.
MAINTENANCE:
Siltworm shall be inspected after each runoff event and shall be removed and replaced if signs of undercutting or downstream spacing
rills are observed.
Sediment shall be removed from behind the siltworm when it has accumulated to 1/2 of the original height of the structure.
REMOVAL:
Siltworm should be removed from slopes after stabilization is complete. This may be accomplished by cutting the Siltworm open and
spreading the fill material on the site. Siltworm applied in ditch shall be completely removed.
SILT WORM PERIMETER
CONTROL SPECIFICATIONS (CL)
89'x53'
4,664± SFT. BUILDING
FFE 906.90
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