TEMPORARYSAFETYFENCESHALLBEINSTALLEDMEETINGCURRENT OSHASTANDARDSUNTILPERMANENTFENCE(DESIGNEDANDPROVIDED BYOTHERS)ISINSTALLED.EESISRESPONSIBLEFORTHEREINFORCED EARTHSTRUCTUREONLY.ALLSAFETYRESTRAINTSYSTEMS(FENCES, GUARDRAILS,BALLARDS,ETC.)SHALLBEDESIGNEDBYTHECIVILSITE DESIGNER.THEPERMANENTFENCEISTOBE42"MIN.HEIGHT,SHALL HAVENOOPENINGTHATCANPASSA4"SPHERE,ANDTHEFENCEMUST BEABLETOWITHSTANDA200LB.LOADAT42"ABOVEGROUNDPER DEKALBCOUNTY.
NOTE:SOILBERMSANDDRAINAGESWALESSHALLBE CONSTRUCTEDASNECESSARYTOPREVENTSURFACE WATERFROMOVERTOPPINGWALLFACEDURINGAND AFTERCONSTRUCTION.
DIVERTRUNOFFAWAY FROMAROUNDWALL
24"FREESTANDING UNIT(TYP.)
28"STANDARDUNIT(TYP.)
3.5+OZ.NON-WOVEN GEOTEXTILEFABRIC
6"(MIN.)IMPERVIOUSFILL
PROPOSEDCURB (BYOTHERS)
PERMANENTPEDESTRIANFENCE POSTSECUREDINCONCRETE (COREDRILL6"MAX.HOLE THROUGHBLOCK)
3.3'(MIN.PERAASHTO)
NOTE:CONSTRUCTIONVERIFICATIONOFTHEWALLINSTALLATION BYANENGINEERISREQUIREDANDMUSTBEPROVIDEDBYA KNOWLEDGEABLEGEOTECHNICALENGINEERFAMILIARWITH REDI-ROCKSTRUCTURES.
ALLIMPROVEMENTSTOCONFORMTOFORSYTHCOUNTY CONSTRUCTIONSTANDARDSSPECIFICATIONS,LATESTEDITION. NOTIFYFORSYTHCOUNTYINSPECTOR24HOURSBEFORETHE BEGINNINGPHASEOFCONSTRUCTION-(770)781-2165.
GUIDERAIL(REQUIREMENTFORGUIDE RAILANDLOCATIONISTOBE DETERMINEDBYTHECIVILSITE DESIGNER.)
5.0'(MIN.PERAASHTO)
41"HOLLOWCOREUNIT (TYP.)
52"XLHOLLOWCOREUNIT (TYP.)
18.0'MAX.
96"XLHOLLOWCOREUNIT (TYP.)
FINISHED GRADE
EMBEDMENT VARIES(SEE ELEVATIONVIEWS)
LEVELINGPAD (SEEDETAILS)
TYPICALCROSSSECTION NOTTOSCALE
FREEDRAINING#57 STONEBACKFILLPLACED 1'-0"MIN.BEHINDWALL
TYPICALFENCEPOST/GUARDRAIL INSTALLATION NOTTOSCALE
23"OFFSETEVERYCOURSE TOENSURERUNNINGBOND PATTERN 23"
TEMPORARYBACKCUTTO BEAPPROVEDBYON-SITE GEOTECHNICALENGINEER
4"PERFORATEDDRAINPIPE(HDPE) TORUNENTIRELENGTHOFWALL OUTLETAROUNDEACHENDOFWALL.
THISDESIGNISBASEDUPONSPECIFICPROPERTIESOFMATERIALSWHICHARE PROPRIETARY.ANYSUBSTITUTIONOFTHESPECIFIEDPRODUCTSORCHANGEIN STRUCTUREGEOMETRYWILLINVALIDATETHISDESIGN.THISDRAWINGISBEING FURNISHEDFORUSEONTHISSPECIFICPROJECTONLY.ANYPARTYACCEPTINGTHIS DOCUMENTDOESSOINCONFIDENCEANDAGREESTHATITSHALLNOTBEDUPLICATED, INWHOLEORINPART,NORDISCLOSEDTOOTHERSWITHOUTTHECONSENTOF ENGINEEREDEARTHSOLUTIONS,LLC. THISDRAWING,DESIGNNOTES,ANDASSOCIATEDCALCULATIONSHAVEBEEN PREPAREDBYENGINEEREDEARTHSOLUTIONS,LLC.FROMINFORMATIONPROVIDEDBY OTHERS.FINALDETERMINATIONOFTHESUITABILITYOFANYINFORMATIONCONTAINED HEREINISTHERESPONSIBILITYOFTHEUSER. COPYRIGHT©2024ENGINEEREDEARTHSOLUTIONS,LLC.