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dccp (or Ihc rccununcnd�d cuncrcic ihicknc�s uf!� inchcs. 1\'c ;ilsu rccommcnd Ihat thc crark cunlrol <br /> joinls bc srdcd �eilh an uppru�iri;i�c �c:il:ml Io hclp rcstric� ��mcr inlilu;uiun into thc �uints. <br /> Asphalt-Treated Base <br /> ISccnusc pacemcnls tnay hc conslrucicd �lin�ing Ihr �cct scasuns. considcralion may hc giccn tu cuccring <br /> Ihc �ucas lu bc pavcd �cith asph;ill-trr.ucJ basc (;\'I B) li�r prolcclion. Lighl-duly pa�cmcnt arc�s should <br /> bc sm GiccJ ��•illi i inchcs ol'A'1'B, and hca�y-dut� paccmrnt ;ircas shuulJ bc swiiiccd �ciih 6 inchcs of <br /> ATR. Prior lo placcmcnt of �hc fin;il pa��cmcn� sccliuns. �ec rccummcnd th;u arcas of ATB pavcmcnt <br /> lailurc bc rcmu�cd and �hc subgradc rcp;iircd. If,\TI3 is uscd and is �cniccahlc �chcn linal paccnttnt� <br /> ❑rc cunsh�icir,l, ilic cnishcd surLicim�� b,icc cow:,c can hc climinaicd. and ihc dcsicn ponland ccmcnt <br /> � uncrctc ur asphall concrc�c pacrincnV thicknc.�,can bc�daccd dirccll��occr Ihc :�l�li. <br /> DRAINAGE CONSIDERATIONS <br /> �Vc amici�-.itc simllo�v gruwid���a�cr .cc�vicc mm� cnicr dccp cxca��nlion. dcpcnding on ihc timc uf yr,u� <br /> con�lrucliun lakcs plxc.cspcciull}' in Ihc ���inlrr m�mlh�. I lo�ccccr. ��'c cxpccl Ihnl this sccpngc��'a�cr cun <br /> bc handicd by digging inlcrccptor trcnchcs in �hc c�ca�:ilions and pumping liam sumps. Thc sccpage <br /> ��alcr il'not inlcrccplcd ;md rem„ccd I'r��m Ihe r�c;i�:ilions ��ill m.ikc il difficult lo placc and compact <br /> struclm'al �ill and mac drstahiGic cut .I�q�c.. c���ceiall� cul slo�,cs in !hc "llansitional Bed� Isilts and <br /> cl;iys l. <br /> All pacrd �nd IandscapcJ nrc.n; shuidd h�: gradcJ .o ihal surlacc drain:igc is dirccicd a�c;rv I}um Ihc <br /> building tu :ipproin�iaic c;ilch hasins. Itouf dn�cnspuut� shuuld nui di�chnrec imo Ihc perinra�cJ pi��cs <br /> inlended for pro��iding �eall drainage. \1'aler cullecled in roof du��ns�inui line� mu�t nul he roulcd to thc <br /> Ibuiing or��all dr;iin lincs. <br /> RECOMMENDED ADDITIONAL GEOTECHNICAL SERVICES <br /> I hroughui;t ihis rcpuri, rccommcndauons arc providcd �chcrc �cc ccmidcr additiunal gcolcchnical <br /> .crciccs tu bc apprupri;im. I'hc:;c:iddiiional scn•iccs:;rc summarizcd bclu�v: <br /> • (icol:n�inccrs should bc rctaincd ro rcvic�� ihc prujccl plans anJ spccilicalion� �nc�n cumplcic lu <br /> conlinn ihat um dcsign rccummcndations Ici�c hccn miplcmenicd as inicndcd. <br /> • During consliuclinn. (icul'.nginccr; .huuld ohsci��r icmparary cut slopcs. c��alua�c �hc suitnbility <br /> of Ihc fi�undation tiuh¢r;idcs, obscn�c ren�u��,d of unsui�ablc wils. c�'aluatc Ihc suitnhilily uf�luor <br /> slah ,md paccmrnt suhgradcs, ubscrve in.iallaiiun uf subsurlacc drainagc mrisures, ohscrvc and <br /> Ics� structunl hacl:lilL and pro�iJc ;i sumin;uy Icucr of uur consuliction ohsci�atinn scrviccs. <br /> 1'hc purposcs uf licul?n�inccr. cansuueliun ph;isc scniccs arc �o cuntirm ih;u Ihc suhsurl�uc <br /> c�,nditions arc cunsiucnl ���ilh Ihosc uhsct��cd in Ihc c�plor:ttinns and nlhcr rc,i.on. Jc�cvihcJ in <br /> \��pcndis C. Rc��orl I.imit:uionr ;ind Uuidclin.. lix l�sr. <br /> r;, � ,,,� ,�, ,,,� Pnxr l% GwEneiHeens� <br />