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tiXUlll)111Si1 (1!l'VI1' CI�;<tifkl't:'II��S HL�?I�IHF}11:N'I'ti � <br /> �;I�.IJI'.ItAL SPI:CII'II:A'fli1,V:; <br /> OAll wator liuor: ::hnll h�• pinr�•d wherc po�:slblc ��n �hr n„rth �,r r:�;t. r' i .lc ��i <br /> thr road ri��,lit-of-wny. A minlmum of tour (4) fce[ from the edge u[ [he pavrd <br /> roadway, wl[h a mtnimum of 30 inches nf cover. <br /> ?. A11 qae I [nes Sh,ill he placcd where possihle on the tiouth nnd west side uC <br /> r��ad r1ghC-oC-way 24 inches from [he edFe o[ pavement wlth a minimum o( <br /> 70 inches covrr� 7'he excF�va[ion [o br m�ade with a Crenclier of Lhe s.im�• <br /> approximate eize of a dltch wltch. <br /> 7. All imdergrounJ telephone Itnev vhnll be Lurled w1Ch a minLmum of 24 incucs of <br /> cuver [u he plac�d n minimmn oC IH 1nrh�•K nnd a maxfmum n( 24 lnrhi•s Ir��m <br /> the edge af [he p+ivemen[. A vil�rntury pluw wi[h n m�xlmum slze nC a two indi <br /> shoe may be used to bury tcl.ephone lincs up to and includfng llnr� 1-�i lnchcr <br /> in dieme[er. Vlbr.�t�ry plows EI1711 be uC the same ��pproximate size uf a ditch <br /> wltch. larqer dlnmeter [elephone llnes ehall be instnll�d by a trencher wtth zo <br /> n cut[ing binde no larger thnn 8 inches. Thia location will only �pply ln old � <br /> established ronde. m <br /> When ins[nlling telephone lines ncross culverts if culvert hae 4 ieet or less <br /> �, ., <br /> cover telephcne llne ahall be placed under the draln tile. Wlien there is ave� -i T� <br /> 4 feet of cover, the telephone llne ahnll be placed nbove the drain t11e. N = <br /> 0 <br /> m <br /> 4. Telephune and puwer llnea ehall be buried une foot trom the propr_riy line in m o <br /> nev plu[s. .� � <br /> o � <br /> 5. No open cut cros�:ing of Cnunty Nonds or eCree[s ehnll be mnde wlthaut [hv = _, <br /> approval of [he CounCy Engineer. �'.. <br /> oz <br /> c <br /> 6 5lgning, Flagging und TratCic Cuntrol shnll 6e Jn nccordance wL[h tl.e ANS1 � _ <br /> Mnnunl of Uniform Traffic ConCrol De�dces (Par[ VI Cons[ruction 6 Malntenence. ) jN <br /> < <br /> � Ore lane of trei[fic shall remaln open nt nll tlmes nnd be al[endrd by Clagmen � � <br /> and approprS.ete cone[ructron elgning. '1'h� road ahnll 6e reatored to two-wny � , <br /> [rn[Clc a[ tlie end oC each working day. Should a t��lal roaJ cloaure appenr m�, <br /> necessnty, ❑pplicntion for a rond cloaure perm:[ mus[ be filed wi!h [he o �' <br /> Snohomish Cuunly Public Wotke Depar[men[ n[ least Clve (5) daye prlur Lo [he �m <br /> anticlpaCed closure. Application must he accompanied with de[our plans, �N <br /> hours ot closure, and signing/traC[1c control plens. �� <br /> . m <br /> A. Asphal[ shnll be cut in a solld stralght line ([here ahnll be no sYlp cut[ing D <br /> uf asphni[). -� <br /> _ <br /> D <br /> After excava[ing tr�nch and inscalling ullilty, all backfill m.�[criel mus[ he = <br /> frce drainl'�f, Sr;�nulnr me�terl��1 free of drbrls :�nJ clny. 7'hls materi.al [o br �� <br /> compec[ed by a mechmitc.�l comp:ic[ur (appruved by the Cuunty Englneer) [0 95% v <br /> of maximum den51[y (modlfled prnclor) In one foo[ lif[s to wi[hin (our Inche� � <br /> �,f exta[ing road �r.�de. After plactng .i tack cou[ on edges o( asphalt, fuur `�� I <br /> (nches oC A.'C•IS. (nsphnit [reated base) or Clnss 6 aisphtilt ahall he placed in �:� <br /> ��u[ bringinp excnvatton back Co grade oC road. AFter six munlhs ni' nf[e[ �11 � <br /> se[[lement I1FIH gone from exc�ivn[tun an asphaltt� concr�te nverlay 1-�y tnrhes <br /> tliLck she�ll be placed over paCch and exCended Cen [en (10) feet both veye frc:� <br /> croeeing. <br /> / 9./ Shoulcier� disrnrbed by ezcnva[/un �hall be shnped to County Stdnd:udn nnd <br /> � � Colluwed aith a minlmum of 2 lnchev compncled 5/8 lnch crushed tu�� ����in���• <br /> �ravel� <br /> �p, Wlien mu][:ple uttlity croasinqs nre prupused n[ in[ervnl� of 200' ��r I�•5= , <br /> be[ween ad)acent crnsglnqs, e full wld[h uverlay of the toadway pav��m��nt <br /> e��c[Lon will be required for the enllre 1c+nFth of rondwny bel�•�_•en crn�,�+lnf;?� <br /> extending to [en (10) fee[ ei[her slde ut croasings. Gx[sting crn.sln�;s will <br /> be considerea when establiahing overlay requlrements in ,�Jditinn tn w��rk <br /> conterpl�ted �.ndor currrnt utlli�g pennll eippllrntluu. <br />