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2003-118A.2
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2003-118A.2
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Entry Properties
Last modified
10/13/2016 4:59:13 PM
Creation date
9/30/2015 6:32:48 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
05/20/2003
Control Number
2003-118A.2
Agenda Item Number
7.F.
Entity Name
East Gifford Stormwater Improvements
Subject
Volume 2 Specifications and contract documents
Archived Roll/Disk#
3161
Supplemental fields
SmeadsoftID
3252
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NEW SURFACING MATERIALS SHALL BE 4' ( MINj rE REPLACEMENT <br /> CONSISTENT WITH EXISTING, HOWEVER , MONOLITHIC SLAB CONCRETE PAVEMENT <br /> USE MINIMUM 4, 000 PSI , 28- DAY 6X6 - 6 /6 <br /> COMPRESSIVE STRENGTH CONCRETE MIN . EXISTING CONCRETE <br /> WITH FIBERMESH . WWF PAVEMENT <br /> 00 <br /> ♦ " W z <br /> 18 <br /> 14" > o <br /> Oo <br /> SEE NOTE 4 - " 0 k' <br /> az <br /> SEE NOTE 10 DETECTION TAPE <br /> 6 " MAXIMUM LAYERS iv SEE NOTE 6 <br /> AT 98% COMPACTION 00 <br /> t o <br /> MECHANICAL COMPACTION NOT i BACKFILL WITH <br /> ALLOWED BELOW THIS LEVEL EXCAVATED MATERIAL IF <br /> rp , E _ ACCEPTABLE . UNSUITABLE <br /> 6 " MAXIMUM LAYERS MATERIAL SHALL BE REPLACED WITH <br /> AT 98% COMPACTION SELECT FILL AS SPECIFIED . <br /> MAXIMUM WATER LEVEL ALLOWABLE <br /> DURING CONSTRUCTION . MAINTAIN <br /> f `O A DRY WORKING SURFACE AND <br /> MAINTAIN THE UNDISTURBED STATE <br /> SEE NOTE 9 i OF THE NATURAL SOILS, <br /> 12 PIPEel <br /> O. D . ; <br /> TRENCH WIDTH UNDISTURBED SOIL <br /> W' <br /> TRENCH DETAIL : CONCRETE PAVED AREA <br /> SUPPLEMENT TO SECTION 02220 <br /> TRENCH DETAILS AND GENERAL TRENCH NOTES <br /> PAGE 2 OF 4 <br />
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