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DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF
PROFESSIONAL SERVICE, ARE AND SHALL REMAIN THE
PROPERTY OF THE ARCHITECT. THESE DOCUMENTS
ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY
PROJECT OR PURPOSE WHATSOEVER, WITHOUT THE
PRIOR SPECIFIC WRITTEN AUTHORIZATION OF
MGLM ARCHITECTS, LTD.
FILE:
C O P Y R I G H T 2 0 2 1
DRAWING #:
DRAWING TITLE:
DATE:
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PROJECT #:
NO. DATE ISSUE
PROJECT NAME:
Creek's End
4050 West 121st St.
Zionsville, IN 46077
711 S. DEARBORN ST.
SUITE 503
CHICAGO, ILLINOIS
-
312.588.4109
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WWW.MGLMARCHITECTS.COM
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7700-01
NO SCALE
SITE DETAILS
A005
08/06/2021
01 6/11/21 PERMIT SET
02 7/27/21 CARMEL REV.
3
4
A005
EROSION BLANKET DETAILS
1
A005
STABILIZED CONSTRUCTION ENTRANCE 2
A005
SILT FENCE DETAIL
5
A005
EROSION CONTROL DETAILS 6
A005
INLET PROTECTION DETAIL
3
A005
TREE PRESERVATION DETAIL
7
A005
CONCRETE WASHOUT
03 8/06/21 CARMEL REV.2
CONCRETE WASHOUT NOTES
INSTALLATION
1. TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE LOCATED A MINIMUM OF 50 FEET FROM ANY CREEKS, WETLANDS, DITCHES, KARST FEATURES, OR STORM
DRAINS/MANMADE CONVEYANCE SYSTEMS. THE WASHOUT SHALL BE LOCATED ON A RELATIVELY FLAT AREA THAT DOES NOT RECEIVE RUNOFF FROM ADJACENT LAND, AND
AWAY FROM CONSTRUCTION TRAFFIC OR ACCESS AREAS TO PREVENT DISTURBANCE OR TRACKING.
2. A SIGN SHALL BE INSTALLED ADJACENT TO THE WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES.
3. TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE CONSTRUCTED ABOVE GRADE AS SHOWN IN DETAIL 7 ON SHEET A005. TEMPORARY CONCRETE WASHOUT
FACILITIES SHALL BE CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT
OPERATIONS.
4. PERFORM WASHOUT OF CONCRETE MIXERS, DELIVERY TRUCKS, AND OTHER DELIVERY SYSTEMS IN THE DESIGNATED AREA ONLY.
5. WASH CONCRETE ONLY FROM MIXER CHUTES INTO APPROVED CONCRETE WASHOUT FACILITY. WASHOUT MAY NOT BE COLLECTED IN AN IMPERMEABLE BAG OR
OTHER IMPERMEABLE CONTAINMENT DEVICES FOR DISPOSAL.ONCE CONCRETE WASTES ARE WASHED INTO THE DESIGNATED AREA AND ALLOWED TO HARDEN, THE
CONCRETE SHALL BE BROKEN UP, REMOVED, AND DISPOSED OF PROPERLY.
6. PLASTIC LINING MATERIAL SHALL BE A MINIMUM OF 10-MIL POLYETHYLENE SHEETING AND SHALL BE FREE OF HOLES, TEARS OR OTHER DEFECTS THAT COMPROMISE
THE IMPERMEABILITY OF THE MATERIAL. LINER SEAMS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS’ RECOMMENDATIONS.
MAINTENANCE
1. INSPECT DAILY, AND AFTER EACH STORM EVENT, THE INTEGRITY OF THE OVERALL STRUCTURE INCLUDING, WHERE APPLICABLE, THE CONTAINMENT SYSTEM.
2. INSPECT THE SYSTEM FOR LEAKS, SPILLS, AND TRACKING OF SOIL BY EQUIPMENT, & THE POLYETHYLENE LINING FOR FAILURE, INCLUDING TEARS AND PUNCTURES.
3. ONCE CONCRETE WASTES HARDEN, REMOVE AND DISPOSE OF THE MATERIAL. EXCESS CONCRETE SHOULD BE REMOVED WHEN THE WASHOUT SYSTEM REACHES 50
PERCENT OF THE DESIGN CAPACITY. USE OF THE SYSTEM SHOULD BE DISCONTINUED UNTIL APPROPRIATE MEASURES CAN BE INITIATED TO CLEAN THE STRUCTURE.
PREFABRICATED SYSTEMS SHOULD ALSO UTILIZE THIS CRITERION, UNLESS THE MANUFACTURER HAS ALTERNATE SPECIFICATIONS.
4. UPON REMOVAL OF THE SOLIDS, INSPECT THE STRUCTURE. REPAIR THE STRUCTURE AS NEEDED OR CONSTRUCT A NEW SYSTEM.
5. DISPOSE OF ALL CONCRETE IN A LEGAL MANNER. REUSE THE MATERIAL ON SITE, RECYCLE, OR HAUL THE MATERIAL TO AN APPROVED CONSTRUCTION/DEMOLITION
LANDFILL SITE. RECYCLING OF MATERIAL IS ENCOURAGED. THE WASTE MATERIAL CAN BE USED FOR MULTIPLE APPLICATIONS INCLUDING BUT NOT LIMITED TO ROADBEDS
AND BUILDING. THE AVAILABILITY FOR RECYCLING SHOULD BE CHECKED LOCALLY.
6. THE PLASTIC LINER SHOULD BE REPLACED AFTER EVERY CLEANING; THE REMOVAL OF MATERIAL WILL USUALLY DAMAGE THE LINING. THE CONCRETE WASHOUT
SYSTEM SHOULD BE REPAIRED OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE.
7. CONCRETE WASHOUT SYSTEMS ARE DESIGNED TO PROMOTE EVAPORATION. HOWEVER, IF THE LIQUIDS DO NOT EVAPORATE AND THE SYSTEM IS NEAR CAPACITY IT
MAY BE NECESSARY TO VACUUM OR REMOVE THE LIQUIDS AND UTILIZE A SECONDARY CONTAINMENT SYSTEM OR BASIN FOR FURTHER DEWATERING.
8. INSPECT CONSTRUCTION ACTIVITIES ON A REGULAR BASIS TO ENSURE SUPPLIERS, CONTRACTORS, AND OTHERS ARE UTILIZING DESIGNATED WASHOUT AREAS. IF
CONCRETE WASTE IS BEING DISPOSED OF IMPROPERLY, IDENTIFY THE VIOLATORS AND TAKE APPROPRIATE ACTION.
9. WHEN CONCRETE WASHOUT SYSTEMS ARE NO LONGER REQUIRED, THE CONCRETE WASHOUT SYSTEMS SHALL BE CLOSED. DISPOSE OF ALL HARDENED CONCRETE
AND OTHER MATERIALS USED TO CONSTRUCT THE SYSTEM.
10. HOLES, DEPRESSIONS AND OTHER LAND DISTURBANCES ASSOCIATED WITH THE SYSTEM SHOULD BE BACKFILLED, GRADED, AND STABILIZED.
08/25/21