HomeMy WebLinkAboutC-500 - EROSION CONTROL DETAILSSEASONAL HIGH GROUNDWATER
TABLE
4. WASHOUT AREA(S) SHALL BE INSTALLED IN A
LOCATION EASILY ACCESSIBLE BY CONCRETE
TRUCKS.
5. ONE OR MORE AREAS MAY BE INSTALLED ON THE
CONSTRUCTION SITE AND MAY BE RELOCATED AS
CONSTRUCTION PROGRESSES.
6. AT LEAST WEEKLY REMOVE ACCUMULATION OF
SAND AND AGGREGATE AND DISPOSE OF PROPERLY.
NOTES:
1. CONTAINMENT MUST BE STRUCTURALLY SOUND
AND LEAK FREE AND CONTAIN ALL LIQUID WASTES.
2. CONTAINMENT DEVICES MUST BE OF SUFFICIENT
QUANTITY OR VOLUME TO COMPLETELY CONTAIN
THE LIQUID WASTES GENERATED.
3. WASHOUT MUST BE CLEANED OR NEW FACILITIES
CONSTRUCTED AND READY TO USE ONCE
WASHOUT IS 75% FULL.
10 MIL
SHEETING
POLYETHYLENE
12" MIN
ALL AROUND
WASHOUT SIGNPLAN
TYPICAL SECTION
CHANNEL POST
AT WASHOUT AREA
IN A PROMINENT LOCATION
SIGN SHALL BE PLACED
FINISH GRADE
3'-0" MIN
SOIL
EMBEDMENT
7'-0" TO
BOTTOM OF SIGN
GALVANIZED "U"
BACKGROUND
ON WHITE
BLACK LETTERS12"18"
SHALL
WASHOUT HERE
ALL CONCRETE
TRUCKS
AGGREGATE
12" MAX
18"±
EXISTING GRADE
(TYPICAL)
6" MIN EMBEDMENT
AGGREGATE
6" MIN DEPTH
30"±
10 MIL
WOOD STAKE (TYPICAL)
SHEETING
POLYETHYLENE
VARIES10' MIN.
ANCHOR SHEETING
WITH 2"x2"x4'
STAKES AS NEDDED
CONCRETE WASHOUT AREA
Information contained on this drawing and in all digital files
produced for above named project may not be reproduced in
any manner without express written or verbal consent from
authorized project representatives.
ENGINEER'S PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
DRAWN BY:
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
REVISION SCHEDULE
FSR#CHICK-FIL-A210531
ISSUED FOR CONSTRUCTION
07/21/2022WEST CARMEL (IN) FSUISSUED FOR CONSTRUCTION04978
NO.DATE DESCRIPTION
CHECKED BY:
MRJ
JFV 9965 N. MICHIGAN ROADCARMEL, IN 460321 01/12/23 ISSUED FOR PERMIT
PROF
E
SSIONA L E N G INEERJOSEP H F . V AVRIN
A
, II
IREGISTER
E
DINDIA N A
No. PE11800597
STATE OF
2 02/17/23 PER CITY COMMENTS
3 03/01/23 PER TRICO COMMENTS
4 03/24/23 ISSUED FOR CONSTRUCTION
EROSION CONTROL
DETAILS
C-500