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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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K. Payment shall be made under: <br /> Item No . 575 - 1 Sod - Per Square Yard <br /> ITEM #UT WATER AND SEWER UTILITIES <br /> A. Water Utilities <br /> The water utilities for this project shall be constructed per the " Indian River <br /> County Technical Specifications" , latest edition . This document can be <br /> purchased from Indian River County Utilities . <br /> Relocation of existing fire hydrants shall include the cost of all pipe , <br /> fittings , thrust blocks , retaining rods , trenching grading , and incidental <br /> items associated with relocation . <br /> B . Sewer Utilities <br /> The sewer utilities for this project shall be constructed per the " Indian <br /> River County Technical Specifications" , latest edition . This document can <br /> be purchased from Indian River County Utilities . <br /> CO Restrained Joints <br /> All exposed bolts , nuts & washers shall be 304 stainless steel . . <br /> D . Earthwork and Backfill <br /> Compaction - All fill must be compacted by hand tamping from under the <br /> pipe up to the center-line . Backfill shall be compacted in 6 " lifts up to the <br /> surface to achieve a minimum compaction of 98 percent of maximum <br /> density in roadways and shoulders and 95 percent in easements , in <br /> accordance with AASATO T- 180 and D-2167 . <br /> E . Ductile Iron Pipe and Fittings <br /> 1 . General <br /> All buried ductile iron pipe shall be manufactured in accordance <br /> with AWWA Specification C- 151 and shall be Class 52 minimum . <br /> All exposed ductile iron pipe shall be Class 53 minimum . <br /> 2 . Fittings <br /> All underground fittings shall be either bell and spigot , or <br /> mechanical joint. Mechanical joints shall conform to AWWA <br /> specification C110 (ANSI 21 . 10-87 ) , or latest revision . All exposed <br /> aboveground fittings shall be flanged joint . <br /> 3 . Bell and Spigot Connections <br /> F :\Engineering\Special Projects\Eagle Trace Phase Montract Documents\Eagle Trace Subdivision Phase H\961 IA <br /> & 0001 - Technical Provisions . doc . 14 - <br />
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