Laserfiche WebLink
SECTION 02400 ISSUE A <br /> STORM DRAINAGE 13 JULY 84 <br /> DRT 2 <br /> PART I - GENERAL <br /> I.01 DESCRIPTION <br /> A. Reloted 14ork Specified Elsewhere: <br /> I. Trenching, Backfilling and Compaction, Section 02221. <br /> 2. Earihwork, Section 02200. <br /> B. Description of Work: The extent of work is shown, and includes all work on <br /> ihe fight line system and ihe storm water retention works. <br /> 1.02 OUALITY ASSURAIJCE <br /> A. Standard Specifications: The "City of Everett Design and Consiruction <br /> Standards and Specifications", dated April 25, 1984, shall apply unless <br /> modified herein. <br /> PART 2 - MATERIALS <br /> 2.01 PIPE <br /> A. The storm drainaye pipe shali be corrugated metal pipe, aluminum or <br /> aluminum coated steel in the f�llowing ihicknesses: <br /> Nomi�al Diameter Thickr.ess (Gaqe) <br /> 8" to 27" .060 (16 ga) <br /> 36" to 48" .075 (14 ga) <br /> 2.02 CATCH BASINS <br /> Pre-cast concrete siructures conforming to: <br /> I. Everett STondard Dwg No. 402 - "Catch Basin Type A". <br /> 2. Everett Standard Dwg No. 404 - "Catch Basin Type II". <br /> 3. Everett Standard Dwg No. 605 - "Type � Manhole, 46" or 54" m. <br /> PART 3 - EXECUTION <br /> 3.01 INSTALLATION OF PIPE <br /> Ins}oll sTorm drainage pipe to line and grade showr� on plons and details with <br /> tiglit joints. These shall be a rubber gasketed joint one foot outside ihe face <br /> 02400-I �2 <br /> 8301 <br /> )I <br />