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�Pe��F��4T�aNSFORaE�NF��EOR��kER� TYPICAL REINFORCED FILL ROCKERY <br /> ��°°�° (not to scale) ' <br /> 1 "Ihc.onirac:mr shall ha�e an appro�af re�o(plans and speciticeoons on vce a�ell umes dunng Ihe consvucuon of�he roclen�. The F� GN p.� <br /> roclen la�oW u�ht respmvbihn ol lhe cmuxlor <br /> '_ A prolc�swnal mgm�er or represrntatnr should obsene the conslrucGon of the rocAen O� Q N/,y J � <br /> 3 Fonnc 3i:211-.0 g�wynd or an appru�eA eyw�alenl shall be usad(or�Itis prqecl. .�r e - <br /> 1 The conlraclor ma�use lonyer gtognd Imgths Itian ihe daign sxums for eate of conslruction lhe geognd lenglhs ma�not be /` <br /> >honer unlss appro��v1 b� Ihe geo�echnical mginm � <br /> 5 Rxl.en 1'a.ing shall be cons�ruc�aii in accunlance xi.i Pwucialed Roclen Contraaors 1ARC1 gwdelines. <br /> t; Ru�Aene�hiyhar Ihan�f�ref and fac�ny 011 reyuirt geognd mnforcemenl GeuynJ mnforcemm�shall be used per the Geognd dr, <br /> Schedule For wall heighls mt shmm on ihe s<hedule,the schedule for�hr nnI h�bhest shoun rockm'he�ghl shall be used 37850 <br /> Sub�radrPrepan0oo: ���i� �\��� <br /> I Stnp�opsoil and bose soil to e�pose mdiwn dmse nati�e soil az appro�ed b.ihe geotechniwl mgineer �F E�ERES�M`T i: 10NpL`' <br /> 2 .i eenrralh lecei brnch erth a mmimum Hidth equal io the design Irngth of the geognd is requlred for placemmt of the reinforced ,� � pE <br /> �;�� G cWEp F R � o4�zsi�� <br /> 3 lt�e r�ca�auon shall bt cleancd of all e�cess malensl end prolec�ed as necessan-from conslruction trafiic to main�ain the intevnn e]�v,G <br /> ofihesubgrade. �� . V <br /> f � . 1� <br /> f,eoyrid PlacemteF. � <br /> 1 The reinforcemwi shall be rolled ow,ew to length,and laid at�he pmper ele�ation.Iecatlon,and onwmGon. Onmtation of�he 3�` <br /> reinforcement rs of ecveme imponance s�ntt geogrids ran�in svmgih�cilh roll direclion The contractor shali be raponsible for ,f � 1'� <br /> Wecorrec�oriemation. ?>U POUVD PF.R SQUARE FOOT TRAFFIC SURCHARGF. <br /> 2 Geoe}id shall bt pl�ced a1 ihe location and ele�ations shoxn on the plans. The geognd Imgth rs meacured fmm Ihe bazk of the ' <br /> rocA spalls <br /> 3 Pnor lo plxing tt�e fill.Ihe g�vgrid shall be pulled lo remo�e Ihe slac4.and strelched b� hand umil <br /> �aut and free of xnnAla <br /> ♦ '�x m <br /> Fill Placemenh � $ <br /> 1 StrucWral fill cons'isling o(yranular impotl or on-site soils nu grcaler of 3 inches in siee should be placed on ihe subgrade and ` � � �a . <br /> geoynd. IClarger rwk is osed in Ihe fill addrtional layers of geognd ma} need to be used in�he reinforcemem. The contrulor shall � s�-=✓ o <br /> mwmire damage io the geognd b� placing Ihe first IiR oCstmciural fill�dlh a one foo�thicAness. LX <br /> ? Swcnual CiL shall ha�z parumeiers equal w or bener thnn�hose stated fa reinforced N all fill xith las Ihan 2o percem pazsing Ne � �j_ <br /> r' �o � <br /> 21R1sie�e. Thegeottchnicalengineermacalloxahighersiltconlentbuedonrerie��ofiheHalldesi�nandprOposedfill 6 �r'`� �Q $TfZ�1CT[JR,4�,F��,�, <br /> p'�'"1d'z" 1'OTAL HE[GHT�H) T__ ° O L3 (see specitications) <br /> 3 So�l dznsin-lests shall be per(ormed ac dzs�gnaled by the gmlechnical engineer. i -i p ,�,p <br /> J RII soils in Ihe��all area should be compacled lo ai least 95 percail of the macimum dn densiK(MDD)as delermined b}ASTM `.� � o �'Li —� <br /> D ISS7 � �f(um �_ <br /> 5 i o ncea�.�r � <br /> The soil shall be plued in rela�icek mi(orm homm�tal lifls nol e�ceeding 12 incha in IhicAness The lifl tltickness shall nol /, i � o �>nn�a�au L2 � GF% <br /> nceed the manufacNrer's recommrnded depih for Ihe compaztice deace used on�he project. '� �`.� o �� —Z GF3 <br /> o � <br /> Drainagr. '__.�,�`'_` GF] '�. , <br /> 1 A drainage sstem shall be ins�alied u sho••n in Ihe de�ail. The perforated pipe should be tighilined oui o1 the reinforced Fi0 at Ihe i`��� L I i <br /> lo�c pomt of[he xall,where appmpnate. `\�y_y ` o T � � <br /> i (iFl <br /> E:ternal Loading: __ �_ :� `� � <br /> A'>U pawd per square foo[(ps�Iraff¢mrcharge has been included in the design. �' , <br /> � <br /> Design Parameten: � . <br /> Remforced w:�ll FII�.m-3a deg.c=u psC 7-125 pct �� 4" PERFORATED PIPE <br /> Retained Backfill�.0-3a dey�c o psr y izs v�i � -SLOPED TO DRAIN <br /> Founda�ion Sofl�.0 3J deg c o psf y 12`pc( �� <br /> Inspecfion: � . <br /> Cunswction shall be penodicallc inspec�ed under direcuon oCan . 1 FOOT WIDE CURTAIN OF 2 <br /> engineer regisiered in Ihe sWle of Washington�ci�h e�perience in � �\ �� <br /> thedesiym ofreinforced earth retaining�calls. � TO 4 INCH ROCK SPALLS <br /> IFOOTEMBEDMENT \ <br /> GF.OGRID tiCHEDCLE (MIN.) <br /> �-� NATIVEUNDISTURBED <br /> IWALL HEIGHT GEOGRID No.of EOGRID POSITION (HEIGFff ABOVE LEVELING PAD, (ft.) MEDIUM DENSE SOIL <br /> (H) (ft ) TypE GEOGRID GEOGRID <br /> LAYERS LENGTH ft. GF1 GF2 GF3 GF4 ! k I JUL ? :_ � '.� ! _ <br /> Fortrac 35/20-20 2 5.0 1.0 ' "� <br /> 6 Fortrac 35/20-20 5.0 3.0 /� �j�) <br /> Fortrac 35/20-20 6.0 1.0 � " O� /`� - �/'" <br /> $ Fortrec 35/20-20 3 6.0 3.0 /� ^ <br /> Fortrac 35/20-20 6.0 5.0 �fw �� / U� � �� <br /> FoRrac 35/20-20 7.0 1.0 Phone (425)Bd4�1977 <br /> FoRrac 35/20-20 4 7.0 3.0 Cornerstone Mictzner Commercial Buidling <br /> Fax:(425)844-1987 <br /> �� Fortrac 35/20-20 7.0 5A � Geo[echnical, fnc. ,�,.,, „�:�wF <br /> �ortrac35/20-20 7.0 7.0 i�ezs-uomn�.�r..c-ioz w�������m�.wn ��rwz i121.1 I . <br /> L <br />