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6920 SEAWAY BLVD 2018-01-01 MF Import
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6920 SEAWAY BLVD 2018-01-01 MF Import
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Last modified
11/4/2019 3:25:24 PM
Creation date
3/9/2017 5:32:17 AM
Metadata
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Template:
Address Document
Street Name
SEAWAY BLVD
Street Number
6920
Imported From Microfiche
Yes
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SECTION 02221 ISSUE B <br /> TRENCHING, F3ACKFILLING A�'D COMPACTI�IG 17 JULY 84 <br /> URT 3 <br /> PARTI - GENERAL <br /> I.01 DESCRIPTION <br /> A. Related Work Specified Elsewhere: <br /> I. Storm Drainage, Section 02400 <br /> 2. Water Dist�ibution, Section 02713 <br /> 3. Sanitary Sewerage System, Section 02722 <br /> B. Description Of Work: This work shall consist of ihe necessary excavating <br /> for storm drains, sanitary sewers, water lines and underground power in <br /> conformonce with the drawings and specifications; and the bockfilling of <br /> completed culverts, pipe drains, sanitary sewers ar�d other siructures and <br /> ihe disposal of all excavated material. <br /> 1.02 QUALITY ASSURANCE <br /> A. Standard Specifications: The "Cit of Everett Desi n and Consirvction <br /> $fandcrds and Specifications," dated pri , 1984, sha I app y unless <br /> modified herein. <br /> PART 2 - MATERIALS <br /> 2.01 BEDDING <br /> See Section 3.3.i3.1 for bedding maTerials. <br /> PART 3 - EXECUTION <br /> 3.01 BEDDING <br /> A. See City of Everett Standard Drawinq No. 317 for typical trench section. <br /> B. When bedding material is used, the trench shall be excavated 4 inches below <br /> the bottom of the pipe and fil�ed up to pipe grade with granular bedding <br /> material. <br /> C. Where rock, hardpan, or otlier unyielding material is encounTered, it shall be <br /> removed below the bedding grade for a depih of ot !east 12 inches. The <br /> widih of ihe excavation shall be one foot greater than the horizontal outside <br /> diameter of ihe pipe. The �xcavation shall be beckfilled with bedding <br /> material as described in 2.01. <br /> ozzzi-i <br /> a3o i 9 <br />
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