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<br />SPECIFZC~TIONS
<br />STREL+T EXC!?VATION
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<br />F TCAVAT iCN
<br />The Contr. actor shall grade the street to the lines and ~-rades sho^,ri`by t•he
<br />~,ngi neer's stakes, a.nrl all slopes aiZd surfaces must con~~'ox^i~:i vri.tb. the cr,oss-
<br />section s1~o~rn on the 1~1«n~
<br />`.L'he excav~~ted material slZa11 be placed in oreb,~t"?.'.a"E'.i~'~.^ :~ritlZin the li~nits of
<br />this coztra.ct, ~..s care ct~sd by the En ;ineer . ,r~~; e?~ ~;~a,~ e:~: ;~~. •~T•x ted ria.ter:~_c~.l
<br />Shell be depos:i_tecl upor_ 10?^r 1:ands frortiz;.~; on ~.he ir~i;- ~^',-C='i~.~~:rit, the O~'aner's
<br />?^ari t~ten c~ns;':nt l:ajr_ng; first been obtaiized by, tl:e Coat _~~~. t~~:~ , Ir_ the esrer_t
<br />filling silos adjacsi;.l; to tlic iinproser:ient are n.n, ava.la'oJ_c, the Coz~.tr~~c-t;cr
<br />shall d.i,,pose or' ea.cess exc^.vntEd ma.-ter:ials at s"i~~es o _~ d~ai";q.~a rovided ~t h.is
<br />o~drn expense. In filling adjacent lo:°r i:~.nds, t'~~e :~:;_~.1 .,hall lie love ~1~d ofi to
<br />a uniform surface, care being ta.l~cn not to fill o' cos ,ruct. a:.r..y na~~~xra1 surface
<br />drainage channels or pipe drain open ing:, , ~^,:11 f ills ".T~ ~.i~:in t'za ,:~t~r^et 1_iniits
<br />exceeding t:^rclve (12) inches in depth shall be tnac?.e i~ '.a.yc~x"s no:, more than
<br />t:~relve (12) inches thiciz, and shall be tlAorou.ghl.,y cor:p~.;tecl :.~~ iL.`~'.ai7s of a. sel.f-
<br />propelled ro1_ler :~rei;hing not less than six (6) tons. • x'_l or;~aric or other per-
<br />isl"ia.ble and spongy mater~.al shall be excluded froi:i fi1_ls i~Tit~nir~ th~~ street liriits .
<br />PROTECT ION OF ST~~~lit~S
<br />1'~fter stakes have been se~t~ it shal_1 be the ,duty of th~~. Cont~~~~~.ctor and his
<br />employees to protect them: Stakes ti"rhiG~h .become novec~ or r?."i_sturbed z~°rill be ~°e-
<br />set b;r the ~ Engineer, and the cost of such r. eplaceraent s~ia;ll: be borne by the
<br />Contractor.
<br />PROTECTION OI''-1_I'.TE?? _2Aib SE'LR APPUI~TEIIANCES
<br />The Contractor•,s^rill be ;.zeld responsible .for ~a.riy dama;e done; to fire hy-
<br />drams, x~:ater val;res, v~.lvw boxes and curb valve "boxes. I:i net set to~ proper
<br />grade, they z~rill be ad.justod 'oar the Cit~,r of. Cleveland' ?'rater Department, or as
<br />directec'~ by the Engineer.
<br />The Contractor shall adjust to grade all manhole and. catchbasin covers, as
<br />directel bir the Engineer.- Payment for adjustment ~f these items ~~,~ill be }-Wade
<br />at the unit price set forth in the proposal.
<br />P?~~:iENT
<br />The contract price per cubic ,yzrd of excavati_an shall include clearing the
<br />surface fro?n al_l groi,~rtlis of undergror~li ~a.ncl trees, removal and disposal of
<br />earth, rock, shale or other ina'~eria.l encountered; and the forr:~ation of slopes,
<br />sections, einbanlcr~ents and filling a.s hei.~ein specified and in conformity xrri"th
<br />the improve,"ient ~•~la.ns. nl1 ;~ateria.l excavated ~~~, i11 be measured in the place
<br />excavated, by the method of aver~nge end sec-ta_ons on .fiftzr (~0) foot stations.
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