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� 01075 Page 5 <br /> MEASUREMEM'AND <br /> PAYMENC <br /> � slopes. end Prof'.' idon ot ground tor flll. Swcwral fill for directed overcut shffiI be <br /> � meazured �nd Pdd tor at the epplicable convact pria• <br /> / H. Gravel Swi�dng. Measurcment of the gnvel surfadng for acxess roads ahall be based on the <br /> number of cubic yards of matedal acaptably plaad in the base oourse and surfacee m ntr and <br /> � completed wrork. Peyment ahdl oonsdtute tull aomP�nutl°^ for the supply, P <br /> � compectlon of e�roBete bau coune and suAsd�6 for the rosds. <br /> � L Fine Gr�vd. Masuremeet ot fine gravel shell be bued o�the number of cuMc yards of material <br /> aaeptebly plead in the completed woek. ���pe�e Me gravel necco dance with <br /> meteriais,labor.and equlPment requircd w P� <br /> � the Spedficadons. <br /> ), Course Gravel. Meuurement ot coune grovel ahall be�ess��0��°����m��satfon�for <br /> matedal aceeptablY p�eced in the co�apleted work. Peym <br /> I all materials,labor,and equipment required W plea end compact the course gravel in eccordance <br /> with the Spedflcadom. <br /> � K. BeddlnL Metvid. Measurcment ot pipe beddinY maudel shell be batied���i �dtute fuil <br /> I yards of ineurid aceepably placed in the aompleted wrork. Peym <br /> compensatlon tor all metedals,Iabor, and equipment rWu�red a plece the bedding material. <br /> IL. Soil L{nv • Onsite. or Imp�1�. Meuuremen�In the complet�ed wrork. eslndlcated on the <br /> numbcr ot abic yards ot muerid ecaPubh'd adon(or the cupply,p�aament,end compacUon <br /> drawings• PeYme�t chall constlNte full compw <br /> � of soil lfner matedel,complete and In plece, u`P�dR�• <br /> M. �pnp, Heavy Loose.Light Loose, Handplaced, or Bankrun. <br /> I1. Meuurement shall be based onted wrk meuurcd w��u and grada ahrnm on�the � <br /> acaptebly plsad in the compl <br /> drawings,or u Nrected by the 8n�ineer In the fldd. <br /> � 2. Payment for�iprap shell caudmte full oomPe�sotla�for obuinini and pladnQ the riprap, <br /> tilter(abdc,BeddinB maceriel, end ooncrete(or concreted rlprap,comple�� �o place. <br /> � N. Svucd�rd Conaeu and PrcCost Conuete <br /> I �. Measurement ot swcturel concrcte shail be made by locatlon on the besis of the acwel <br /> wlume of mncrete vfUil� We nnt linea of the sWclures end aith�n the excavedon neat <br /> line and the flnished concrete aur(ece�inNceted on the D�rawing�y,ep nas indicatedd un�the <br /> I the Iimiu sped8ed aha►I not be meuurcd (or Peym <br /> the use�intervening fomu ah�rcma�de only vfthin the pry Il��s d t�he c tlwcture�No <br /> deducdons shall be made for rounded or beveled ed�w or�pace oxupfed by meW�ork. <br /> � ��ecvical oondda or timber,or for void�or embedded�tems wfiich �either Iw then] <br /> cubic teet in volume or 112 puare toot in crau Kctla�. Concrek`�+�or uaed(or the <br /> convenfena d the Convector�hdl not be inrluded In the measuremen� <br /> 1 2. PaymeM tor cwctural concre rc�o���fo�*�to �1 wW�ent end tools <br /> Induding ament and poad <br /> reauired W mmplete the ooncrete w�o en�cped�cellY Provided. No peayme�ahall�be <br /> ' �� �ncre�e except wfien other paym <br /> b. 3P <br /> � 090490 <br />