Laserfiche WebLink
: ,.,., _ <br /> Schematic Only-Not to Scale <br /> - 2 <br /> i� <br /> . 1 �)~ .QA��:q4!Y'� � �"' ��. — �:- �-� <br /> :ox,•Q:'o,' • <br /> �, , q�R.' i � <br /> 6 ( Op...a@i. I��.��'' '� -''o' ♦ <br /> . � 4;aQ'. � '1 � �-'`� '��'• <br /> H -; � �d}l.cj::. � ' � ' <br /> ., � "p:� • i � '. ` •,� . ` <br /> ,�' `, �bd"; Y ?�� ' � ,i � _1• <br /> • � �x.;v.�v,�..e � i � . \ � "( <br /> �i'1 -� •^�y" , q.. ' <br /> ) � :L#i; ' �v �'-_ -�:'-- ��__� <br /> . � ., ^ .'�"�.�� - � <br /> / D ^./ �- bd: D <br /> ' � 'o't';� ----------- -- , � . <br /> , r � <br /> /Fig.A. Rodcery Sedion Fig.B,ftodce Elevation <br /> NOTES: <br /> ry <br /> . . ' RocWry oaWruc6m h a ctalt and depends larpely m tha • The laq drnension of the rodcs shoWd eztend badc .. <br /> ski�d e�atawa of Ihe 6uidor, tavartk tlie aR a NI Ixe w Provida maximum shbiiry. <br /> � ���Yq��t)'SIBIII YlMC�I hB�PS IB�Bfd I�IB � ROfaCf 6h01b fqI bB b�HCkCd GkB ShOB b01t85.nl@Y S�IWId <br /> pm�ss°�°�exP°sed c°i u°B. ba p�a�ed b avoid conEnuous joinl p4nes in veroc�l or <br /> • Wh1N by ib oaWta(mass�sixa and�hape ol the rodcs)it laknl dve�uore wherever pouible.Whenever ssLle <br /> wi0 Provids�uee dpree ol remntion,k is not a designed exh�odc should bear on nvo or mora rocics bobw il wi�h <br /> a erpineared cyctem tn tlw se�se a reinlorced conaule pood Ilat•lo-Ilat cantacL <br /> revinkq wat would b°°w�side�ad��y^ed°r • All rodce�ies over�leet in height sMuld be constnicted <br /> anpinaered on basis ol wall mass.not square lootage ol lace, <br /> • The depree ol retenfian achieved k depernlanl on Me sixe <br /> . � oi tl�a rock used:lhat k.the mass w M'oipht and the Approzimate Approxima�e <br /> � heiphl of the MraM be aonstrucled.The Size Weiaht-Ibs <br /> h0 IarOer the rock, Diarneler <br /> the rtate oomPalaM M iockxy tlq�Ad ba. i µ� Sp•Zpp 12-18' <br /> • ' Rod�eries claUd be aonsidarad maiNenance Nems tlut <br /> "'��a���+ne�atuk n�ey d,outd ee z r•�", xoo-�oo �e-za• <br /> ieP'+ir baooma tan ba nattied by a oontractor if �1� 2W.�0�0p 35_�• <br /> ��� 5 Alan t000•60p0 �8�Sq• <br /> • AAa7dmun inefnitlon d IhB dopea ebove and bohird 6 A4an 6000.8000 Sa-6p• <br /> mclmttes shaAd be 2:t(fiorixonhl:W ro(ary. <br /> . • Aidmum tl�idaiess of tock fYler layer b��12 inches. Rel¢re�ue: laeal yuany weiyhi snidy usinp avorape weiphm ol <br /> • hidmum embgdmg�[D�12 Fkhes u�disWrbod�cve rw less Ihan ci�'ocks ol each man sixo corWucred in January, <br /> Soi of oompaqgd fll piaoed in�xadatlCe With rePort 198P. <br /> reoommondaoons. d <br /> ' Ma�dmum todcery haipht H._loot LEGEND: <br /> • RacYeties Oreater tliai 8 leut in Miphl b be Instaliod Drainage materials a consist ol clean <br /> urder Periodc or full tlme observation ot Ihe gootochnical d:4�'`.Q:o: argular e l0 2 inch spalls.or oU�er matenal <br /> o�Dineur. � ���'QP`fl� apprwedb �ha <br /> Y gootocMical onginoor. <br /> • Foda should ba plawd a pradualy derfeasa in size with <br /> inaoasinp wal hdghl in acoordanco wilh geotochnical <br /> onginox�s�eoommenclations, Surtace seal:may eonsisl of impervious soil <br /> � � or a fira hoe draining granular malurial. <br /> \ <br /> Undislnibed firtn Nativo soil. <br /> Dreinpipe:6-inch minimum damoler, , <br /> � � O perlaa�ed or sbtled rigid plasEcADS pipe <br /> lad wiU�a posifivo gradienl to dishrarge <br /> under contrd woll uway hom tho wall. <br /> Creative Engineering Optlons r,c. Plate <br /> "s� TYPICAL ROCKERY DETAIL <br /> AhmhaalynhMf<0¢Hvn Nallve Cut.Anv Heloht Over4 Feet A <br />