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� ' -T . . .. .. . . . � . �' r � ir .. . <br /> The name gwlcc6nial tngi�¢er SLoulp bc itlniucJ In r.ianim� iucA:q c��nuuciion and Ic vcrify, i:i ��'riiing. �hnl <br /> lht rockcry wn camtruacd ia gcnetal icwrd�nte with this AXC sfend�rd end wiih his mppkmemul recommcnd�• <br /> cions, in � professicnJ manncr anJ o(cnmpctent aad tuitnblc materixlr. <br /> 3AI2 G.o re6ntr.1 Enningn The gwicchnial engneer rNnined to provide nettssety mpplemcntal rockery <br /> wmtruGioo guidcliou shail bc a practicinp ^otcchnical/ci�4 en�ineer liccnsed as e profeasional ci�il enginecr io <br /> tbe Sute o[ Wuhiagton who hu u leeu ' �ur ye►n of profeuiond enpio}mcnt ac a gc:tcchnica� enginecr in <br /> rmponsible charye, ioduding experience with fiil consuuttioo and �Gbil�ey �nd wJ:cry mnttmction. The <br /> geottohnic+l eogiuee�thould be Lired tither by the mckery tonU�clnr or the :!ient. <br /> 7.013 Rewen�Ibilitr. The ulfimue rcsponsibiliry for rocktry temtruction thould r[mein with the rockery buiide�. <br /> Fiowever, ral•eriet prorottinp moderote to �hick fiUs, witd stcep �lopine surfacec above or below them, uith <br /> muluple alepe,with toundation or other lo�ds d[ecting them,protcUing t�ndy or grn'elly auih tubject to nvelling, <br /> wi{h �cep�ge or w!t tonditioni, or lhel arc morc Ih�n tig:rt (ect in haigh4 4�� represent tpedel conditiont and <br /> requirc ^an�ultetion and/or ndvice frnm qun�iCcd c�rpertl. <br /> 3AL1 Workm�n�hln; Nl urorkm�n:hip is guvanteed by thc rockery wntr¢tor and ell materials are guaronteeJ <br /> by lupplying qu�rfy f0� � pEtiod o!fL<yeer� fmm the dale of camplelion of erection, pro�dding no modiGueion <br /> or changm ro Ihc conditions euating aI Ihe time of cor.ipletion ere mede. <br /> 3A13 Ch�nM� lo Flnl�hed Prnductt Such ch�nga indude, bu� ue uot neccuuily limitcd m, acevapon af <br /> dirchet or veac�u withio e ditt�nce of less tdan 13 timee the rakcry height mcamred from tht toe of the <br /> rockory,rcmovd of�ny mettriel from the subgude in Iront of the rockery,ezavteion�nd/or removil o(marcrial <br /> trom tny IouUon behind the rockery wi�hin � di�tana et lu�t equul m the ro�kery's 6eight,the eddiiion ot eny <br /> iurtherge or other loeds u'ithin e similer d'utence of Ihe top of lhe rockery,or iurf�ce or subsu[(ate wetcr forced, <br /> . d'veued, 0� Olherwite cdUbEd l0 flOW b[hind Ih: rockeN in xny qu�ntiry. <br /> J.01.6 .SIODttt $lapu above ruckeriu ihould be kept as Ilit ns possible, but should not excttd 2:1 (I(orimn� <br /> tel:Yertiai]unlw the roc]cery ie dcsiancJ npcdfinqy to provide�omc ratraint to the loed imposed by cht alope. <br /> � Any slope eristieg�bo�ro a compimed rockery�hould bc �rovided with a �xgetetiw w�er by Ide owncr ro hdp <br /> reduu t�e potendd (er turf�ce wxter Itow induced erosion. II should conaitt o( � deep rooted, repid growth <br /> . vepetetive mal aad Iyplcetly will be placed by hydro6eeding end cavered with�mulch. �[is ofeen useful to overlsy <br /> the ceed and muldi witd eithcr pcggcd in-piaa ryte me¢ing,or some other form o[appro�cd geetcchnicel febric, <br /> to hclp maimein the teed in•place unlil thc rnot mat has nn opponunity m germinete �nd take hold. <br /> 3.01.7 �tonitnrina: All rockeries mnstructed againp cuec or fills in ezttss af eight fcct iu hcight shall be <br /> periodically moni�ored during eomvuuion by the geotechniul engincer to verify the namre end qunliiy e!thc <br /> mueri�k beiag uced are �ppropriate, th�t the aonstmction promdurn ere appropriat:, end thnt the rockery i� <br /> being camlruUed in e gener�lly prok�sional menner and in accord�nce wich thi� ARC �tendards end ony <br /> tupplemenlel recommendedons. <br /> On compleuon of�he mckery,the geotechni�el ergineer thnli submit Io the clirn[,Ihc rockery caneraotor,und ro <br /> the appropriate muni�ipeiiry•, copies o: his rocYery eznninetion reporlt along µi�h a firal roport summarixing <br /> rockery conRtruction. . <br /> 3.01.8 FIII Cemn.eNnn: Where rockeriu erc construc�ed in front of p C�I,it is imperative that the owner ensurc <br /> ide fll be phced end comp¢ted in a mmnu that N�ill providc a aompctent WI meu. To echiere thi� goel, JI <br /> filb rhould eonsist o(reiativdy ciean, organic end debri� froc, ganuler meicrielt wi�h a mazimum size ot four <br /> inches. IdeGlly,bot perticuhdy i(placement and compaction is to eake plece during the wet fwson, Ihey shoUld <br /> mnttin no mam ihan fve percem fines (silt end dny eirc perticles pessinQ the number 200 meah �icve). <br /> Ail Glls should be pl.cei in thin littt not excecding ten incM1es in loose thickness. Eech litt ahould be compacted <br /> to ol least 95 perUnl of Ihe meximum d.y dentity, as deeermined by nSTM Tut Method Da557•78 (Modified <br /> Prouor),befare any additional GII is pleccd end mmpaacd. in-place density teste should be per(orncd ri random <br /> ' loc�tions xi�hia eech lift ot t6e fitl to �trify tEis degrec of compnction h being achievod. <br /> 4/4/b9 P.gc 3 <br />