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Latcral founda�iun lo;ids may bc resis�cd by p:issicc rc.isl;mcc un Ihc sidcs uf�hc footings and by friction <br /> on thc b;isc of thc li�otings. Pur luo�ings suppor�cd and swToundcd by ciilur mcdium dcnsc tu dcnsc <br /> glacially consolidaicd suil ur compacicd sinictural fill. a cocl7icicnt nf I'riciion of 0.35 and a passivc <br /> resislnncc of 350��ounds per cubic li>ot(pcil may bc uscd. <br /> Pcrimcicr li�u�ing drains shuuld hc incni�i��ralcd in thc dc.ign of Ihc huildine 'I hc ulilit� tunnel chmdd <br /> alsu bc dcsigncd �t ilh��'all dr:iin;icc. <br /> FLOOR SLABS <br /> A subgradc mudulus nf 100 pounds per cubic inrh Ipril m:i�' hc usai tix dcsicn ��f Ihc .lah<-un-gradc uI <br /> thc sita Concrctc slah,-un-gradc shuuld hc �cppurtcd un ;i G-inch-Iaick r.ipill;c}� hrcak la��cr nccrlain b�� <br /> a capor rctnrdcr. <br /> BELOW-GRADE WALLS <br /> {iclo�e-gradc �ealls should bc pruvidcJ �cilh a lirc 1�f811110L lIl':III78LC I;rccr anJ liinting drain pipcs. For <br /> bcluw-grndc �calls constnictcd citlur nc;u ag;�inst thc dcntic nalicc soils. i�r h;ick�illcd ��ilh cumpac�cd <br /> suuc�ural lill, �cc rccunnncnd ihc liillm�in� cyuivalcn� Iluid �ccirhts: <br /> • allu���ahlc pnssi��c � i:0 pcl' <br /> • aclivc—3i pcf <br /> • al resl —55 pcl: <br /> SOUTH ACCE5S ROAD RETAINING WALL <br /> l'hc suulh acccss road �vill rcquirc a pcnn:mcnt rclaining �c;ill u�� lo I i frcl hich. 11'c rccutnmcnd Ihal ❑ <br /> canlilc�crcd soldicr��ilc ��:dl hc u.cd in �his :irc;i. <br /> NEW HMA PAVEMENTS <br /> Ne�e hol mis asphnll IIIA1rA1 p:n�rnient sretion> ;iruund thr building shuuld eunsisl uf:u Irasl '_ inches <br /> i intn �,��� a innc�s ol'hasc cour,c in r;u parkin�arc;i. ;md 3 inchr. 11\1A o��r 1, inchc,of h:i.r coinsc in <br /> arc;is rsp�xrJ lu Iruck Iratlic un c�;n�)' h'aliic culumc�. <br /> l�irVo •"i�iut�-rrv ._ _�_ _ ' .___ Pa�PLS-� GEOENGMEEBS�_ <br /> ,.i�i�i..�i I�._nn' <br />