Laserfiche WebLink
SECTION — 120 = EXCAVATION AND EMBANKMENT <br /> A . Earthwork , including earthwork for drives outside the right-of-way limits , shall be <br /> paid for as embankment . Cost shall include all work specified in this section and <br /> Section 120 of the Standard Specifications . Such price and payment shall <br /> specifically include all cost of any roadway , lateral ditch or canal , and final dressing <br /> operations . <br /> B . Earthwork quantities shall be considered as in - place material with no shrinkage or <br /> expansion factors . <br /> C . Subsoil Excavation - Any excavation below the proposed bottom elevation of the select <br /> fill , isolated swale bottom locations , isolated locations for pipe installations and as <br /> approved by the engineer shall be paid for as subsoil excavation . Approximately 2 . 0 ft <br /> of subsoil excavation is required in sublateral canals . Cost of replacement <br /> embankment shall be included in cost of subsoil excavation . Contractor to coordinate <br /> with county representative prior to any subsoil excavation . <br /> D . Embankment - General Requirements for Embankment Materials : The following is <br /> added after the first paragraph of Subarticle 120 -7 . 2 : <br /> Roadway Design Standard Index No . 505 , Embankment Utilization Details is modified <br /> by the addition of the following : <br /> Any stratum or stockpile or soil which contains obvious pockets of highly organic <br /> material may be designated as muck or unsuitable for construction of subgrade by the <br /> Owner . <br /> Backfill material containing more than 2 . 0 % by weight of organic material , as <br /> determined by FM 1 -T 267 and by averaging the test results for three randomly <br /> selected samples from each stratum or stockpile of a particular material , shall not be <br /> used in construction of the reinforced volume . If an individual test value of the three <br /> samples exceeds 3 . 0 % , the stratum or stockpile will not be suitable for construction of <br /> the reinforced volume . <br /> No A- 8 material permitted in embankment . <br /> E . Payment shall be made under : <br /> Bid Item No . 120 - 1 — Excavation ( Regular) — Per Cubic Yard <br /> Bid Item No . 120- 6 — Embankment ( Compacted in Place ) — Per Cubic Yard <br /> SECTION 334 <br /> HOT MIX ASPHALT FOR LOCAL AGENCIES <br /> 334- 1 Description . <br /> 334 - 1 . 1 General : Construct a Hot Mix Asphalt ( HMA ) pavement based on the type of <br /> work specified in the Contract. and the Asphalt Work Categories as defined below . Meet the <br /> applicable requirements for plants , equipment , and construction requirements as defined <br /> below . Use a HMA mix that meets the requirements of this specification . <br /> 31 Technical Specifications <br /> F :\Public Works\ENGINEERING DIVISION PROJECTS\0744-8th St-US1 to 6th Ave\Admim\bid documents\0744 CONTRACT <br /> DOCUMENTS\Technical Specification s . doc <br />