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2008-307B
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2008-307B
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Last modified
4/12/2016 11:48:07 AM
Creation date
10/1/2015 12:40:00 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
09/23/2008
Control Number
2008-307B
Agenda Item Number
8.O.
Entity Name
Timothy Rose Contracting
Subject
Contract and Specifications Eagle Trace Subdivision Phase II
Area
NE Corner of Kings Hwy. and 61st. St. Eagle Trace Subdivision
Project Number
0813
Bid Number
2008074
Supplemental fields
SmeadsoftID
7603
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2 . NON -TRAFFIC AND NON - CULTIVATED AREAS <br /> PIPE SIZE ( INCHES) DEPTH OF COVER* ( INCHES) <br /> 1 /2 11 - 11 /2 " 6" III <br /> 2 "-3 " 12" <br /> 6" AND LARGER 24" <br /> D . MAKE ALL PIPE JOINTS AND CONNECTIONS ACCORDING TO <br /> MANUFACTURER' S RECOMMENDATIONS , PERFORM ALL <br /> SOLVENT-WELD CONNECTIONS IN ACCORDANCE WITH ASTM D- <br /> 2855 . <br /> E . THRUST BLOCKS MUST BE FORMED AGAINST A SOLID , HAND- <br /> EXCAVATED TRENCH WALL UNDAMAGED BY MECHANICAL <br /> EQUIPMENT . THEY SHALL BE CONSTRUCTED OF CONCRETE , <br /> AND THE SPACE BETWEEN THE PIPE AND TRENCH SHALL BE <br /> FILLED TO THE HEIGHT OF THE OUTSIDE DIAMETER OF THE <br /> PIPE , <br /> F . AFTER INSTALLATION , BACKFILL AND COMPACT THE <br /> EXCAVATED SOIL TO MINIMIZE POST-CONSTRUCTION <br /> SETTLEMENT IN THE PIPE TRENCH . <br /> G . NATIVE EXCAVATED MATERIAL MAY BE USED TO BACKFILL THE <br /> PIPE TRENCH . HOWEVER , THE INITIAL BACKFILL MATERIAL <br /> SHALL BE FREE FROM ROCKS OR STONES LARGER THAN 1 - <br /> INCH IN DIAMETER . AT THE TIME OF PLACEMENT , THE <br /> MOISTURE CONTENT OF THE MATERIAL SHALL BE SUCH THAT <br /> THE REQUIRED DEGREE OF COMPACTION CAN BE OBTAINED <br /> WITH THE BACKFILL METHOD TO BE USED . THE INITIAL <br /> BACKFILL MATERIAL SHALL BE PLACED SO THAT THE PIPE WILL <br /> NOT BE DISPLACED , EXCESSIVELY DEFORMED , OR DAMAGED , <br /> THE INITIAL FILL SHALL BE COMPACTED FIRMLY AROUND AND <br /> ABOVE THE PIPE TO THE DENSITY SPECIFIED BY THE DESIGNER <br /> TO PROVIDE ADEQUATE LATERAL SUPPORT TO THE PIPE , IF <br /> THE WATER PACKING METHOD OF COMPACTION IS USED , FILL <br /> THE PIPELINE FIRST WITH WATER . THE INITIAL BACKFILL <br /> BEFORE WETTING SHALL BE OF SUFFICIENT DEPTH TO INSURE <br /> COMPLETE COVERAGE OF THE PIPE AFTER CONSOLIDATION . <br /> WATER PACKING IS ACCOMPLISHED BY ADDING ENOUGH <br /> WATER TO DICED LENGTHS OF THE TRENCH TO THOROUGHLY <br /> SATURATE THE INITIAL BACKFILL WITHOUT EXCESSIVE <br /> POOLING , AFTER THE BACKFILL IS SATURATED , THE PIPELINE <br /> SHALL REMAIN FULL OF WATER UNTIL AFTER THE FINAL <br /> BACKFILL IS MADE , THE WETTED FILL S-HALL BE ALLOWED TO <br /> DRY UNTIL FIRM BEFORE BEGINNING THE FINAL BACKFILL . <br /> H . THE TRENCH BOTTOM MUST BE UNIFORM, FREE OF DEBRIS , <br /> AND OF SUFFICIENT WIDTH TO PROPERLY PLACE PIPE AND <br /> SUPPORT IT OVER ITS ENTIRE LENGTH , BLOCKING OR <br /> F:\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase <br /> II\IRRIGATION SPECIFICATIONS from W. F . McCain .doc . 7 . <br />
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