Laserfiche WebLink
width of the culvert. This excavated material shall be replaced Witt, <br /> selected granular foundation material and compacted in accordance with <br /> Subsection 603.08. <br /> 206A.04 UTILIZATION OF EXCAVATED MATERIALS. All suitable excavated m,r - <br /> terial shall be utilized as backfill or embankment. No excavated material <br /> shall be placed in live streams. All surplus material shall be disposed ,f <br /> as SHOWN ON THE DRAWINGS. No excavated material shall be deposited in i <br /> manner that will endanger the partly finished structure. <br /> 206A.05 BACKFILL AND EMBANKMENTS FOR MINOR STRUCTURES OTHER THAN PIPE <br /> CULVERTS. Excavated areas around minor structures shall be backfilled with <br /> approved free-draining granular material placed in horizontal layers, riot <br /> over 6 inches in depth, to the level of the original ground surface . Fa,-h <br /> layer shall be compacted in accordance with Subsection 203. 15, Method 3 . <br /> 206A.06 BEDDING, BACKFILL, AND EMBANKMENT FOR PIPE CULVERTS. Bedding , <br /> backfill , and embankment for pipe culverts shall be in accordance with <br /> 206 Section 603. <br /> A.03 <br /> METHOD OF MEASUREMENT <br /> 206A.07. The method of measurement will be DESIGNATED in the SCHF.DUC,F: (�F <br /> ITEMS and measured in accordance with Section 106. <br /> The volume of excavation will be measured as follows: <br /> (a) For box culverts, headwalls, and minor drainage structures other <br /> than pipe culvert, measurement will be between vertical planes 1 foot <br /> outside the base of the masonry sections SHOWN ON THE DRAWINGS or as <br /> DESIGNATED, and between the foundation grade and the natural ground <br /> (b) For pipe culvert, measurement will be between parallel vertical <br /> planes 2 feet wider than the horizontal width of the pipe and between tho <br /> foundation grade and the natural ground surface. <br /> BASIS OF PAYMENT <br /> 206A.08. The accepted quantities will be paid for in accordance wi!-h <br /> tion '106 at the contract unit price for each pay item shown in the <br /> OF ITEMS. <br /> Payment will be made under: <br /> Pay Item <br /> 206A(01 ) Minor Structure Excavation . . . . . . . . . . . . . . Chic y <br /> 206A(02) Pipe Culvert Excavation . . . . . . . . . . . . . . . Cut t <br /> 206A( 03) Bedding Material . . . . . . . . . . . . . . . . . . . c'„hi it ' <br /> 206A( 04 ) Bedding Material . . . . . . . . . . . . . . . . . . . . . . <br /> 206A( 05 Foundation Material . . . . . . . . . . . . . . . . . CLl C <br /> 66 <br />