Laserfiche WebLink
f <br /> I <br /> �� <br /> I Section e-14.3(2) ie �upFlemented with the lollowing: <br /> Before the fornu are �et, the ■ubgrade �lull be graded to tw <br /> inches below e�tabli�hed grade to acca�mwdate ewo inche• of <br /> I - crushed �urfacing top cour�e. <br /> If the drawing call■ foz sidewalk draina or the Owner's <br /> Repre�entative directe eidewalk draia� to be in�called, they <br /> I �hall be ir.stalled prior to the forme being placed. <br /> Pl�cinq �nd lini�hiny Coner�t� <br /> I Secticn e-14.3 (31 i• eupplemented with the following: <br /> Dummy jointa �hall be formed by firet cutting a graove in the <br /> caacrete with a tee baz of a depth equal tn, but not greater ehan <br /> I the joinG filler material, and then working the premolded joint <br /> filler into the gzoove. Premolded joint filler Lor both thzough <br /> and dummy joint• �hall be poaitioaed in true alignment at right <br /> angle• to the line of the •idewilk and be no=m�l to and flu�h <br /> with the surface. <br /> Afcer the concrete hae been thoroughly compacted and leveled, it <br /> ehall be flwted with wood lloat� �nd fini�hed ae the proper time <br /> I with a metal floae. Joint� ahall be edged with a 1/4 SnaA radiu� <br /> edger and the •idewalk edgee ■hall be tooled with a 1/2 inch <br /> radiu� edger. <br /> I The placing and fini�hing of all sidewalk �hall be pezfozmed <br /> under the control of the Owner�• Repre�eneative, aad ehe tool• <br /> u�ed �hall meet with hie �pproval. AEter bzu�h finish, the edge� <br /> of the sidewalk and a1= joints •hall be lightly edged �gain with <br /> I an edging tool to give ic a fini�hed app�aranc�. <br /> �corinq <br /> Refez to Volume 3 of the project �pecification� for �coting <br /> I requiremente. <br /> Cvriny <br /> I Section e-1�.3 (4) ia ■uppl��aented with [he lollowiag: <br /> The Contractor �ball have re�dily available �utficient protective <br /> covering, �uch �� watecproof paper or pl��tic membrane, to eover <br /> the pour of an. entire day in the event of rain or other <br /> Iun�uitable weather. <br /> ' The •Sdewalk eh�ll be protected again�t damage or defacement of <br /> any kind until it ha� bean ■ccepted by the Orraez. Sidevalk whieh <br /> I ie not scceptable to the Ovmez'• Reprewntative becaute of damage <br /> oz deEacement, �hall be removed �nd zepl�ced by t6e Coner�ctor. <br /> TLroupL �nd Con[r�etion Joint� <br /> ' Standard locatione for through joint• for ■idewalks are: <br /> I (e) At street margins produced and �t 3o-foot Snt�cv�L. <br /> (b) To �epazate concrete driveway�, •tairwaye, curb ra�� and their <br /> landinge fran •idewalks. <br /> I (c) Around the vertiul barrel of fize hydrant�, around utility pole� <br /> and large di�meter nnderground utility cover ca�ting� when <br /> located in the •idewalk area. <br /> � Diviaion B Page 5 <br /> �� sverecc scatioi os/12/o0 � <br /> H:\Jobs\97093\T.tWB\fiNG\SPECS\100�Cd\Stleet_tite\9lSPtC�RI.dOC lQ� <br />