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2000-380
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Last modified
8/20/2024 1:25:33 PM
Creation date
8/20/2024 1:19:06 PM
Metadata
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Template:
Official Documents
Official Document Type
Agreement
Approved Date
12/19/2000
Control Number
2000-380
Agenda Item Number
11.C.2.
Entity Name
Tri Sure Corp.
Subject
Sebastian Water Assessment Project Phase 3A
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SECTION 01000 <br />SUMMARY OF WORK <br />PART 1- GENERAL <br />(UGCOlOW.FMT):aa <br />1.01 LOCATION OF WORK <br />The work is generally located in the road rights -of -ways west of Barber <br />Street, South of C.R. 512, as shown on the construction plans. <br />1.02 DESCRIPTION OF WORK <br />Construction of approximately 126 LF. of 17' DIP, 6,374 LF. of 12" PVC, <br />2,864 L.F. of 6" DIP, 36,7% LF. of r PVC, 3,380 LF. of 4- PVC water main <br />in the Sebastian FEghlands Subdivision Phase 3A from existing water mains <br />located on Barber Street along with fire hydrants and services. Restore the <br />rights -of -ways as dose as possible to the pre<oustruction condition or better. <br />Construction consists of, but is not limited to utilities exploration, <br />coordination with any permitting agencies, trenching. dewatering, <br />installation of pipe with fittings and all appurtsnance, restrainers, and soil <br />compaction, disinfection, toning (includes providing temporary jumper or <br />another approved method for disinfection and Rushing) irrigation repair and <br />traffic control. The PVC pipe shall be C -9W and the DIP pipe shall be <br />pressure class 350 DIP per Indian River County Utility Standards and <br />Specifications (with metal thickness equal or exceeding the Class 50 for under <br />road). The Contractor shall clearly 'Portly the one used on the bid. <br />PART 2- PRODUCTS <br />Notapplicable <br />PART 3- EXECUTION <br />Notapplicable <br />END OF SECTION <br />01000-1 <br />
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