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2007-403
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2007-403
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Last modified
6/28/2016 1:06:00 PM
Creation date
9/30/2015 11:28:31 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
11/20/2007
Control Number
2007-403
Agenda Item Number
11.J.2
Entity Name
Sheltra and Sons Construction
Subject
Master Planned Water Transmission Main
Area
Vero Lakes Estates
Project Number
UCP 2958
Bid Number
2008015
Supplemental fields
SmeadsoftID
6699
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inlets, structures, walks, and other fixed objects, <br /> unless otherwise indicated . <br /> (2) Locate expansion joints at 30 feet o. c. for concrete <br /> walks , unless otherwise indicated . <br /> (3) Extend joint fillers full width and depth of joint, and not <br /> less than one-half inch below finished surface where <br /> joint sealer is indicated . If no joint sealer, place top of <br /> joint filler flush with finished concrete surface . <br /> (4) Fumish joint fillers in one-piece lengths for the full <br /> width being placed , wherever possible . Where more <br /> than one length is required , lace or clip joint filler <br /> sections together. Pieces shorter than four inches <br /> shall not be used unless specifically shown as such . <br /> (5) Protect the top edge of the joint filler during concrete <br /> placement with a metal cap or other temporary <br /> material . Remove protection after concrete has been <br /> placed on both sides of joint. <br /> (6) Fillers and Sealants: Comply with the requirements <br /> of these specifications for preparation of joints, <br /> materials installations and performance , and as <br /> herein specified . <br /> C . CONCRETE FINISHING <br /> 1 . After striking-off and consolidating concrete , smooth the surface by <br /> screening and floating . Use hand methods only where mechanical <br /> floating is not possible. Adjust the floating to compact the surface <br /> and produce a uniform texture. <br /> 2 . After floating, test surface for trueness with a 20 ft. straight edge. <br /> Variations exceeding one-third inch for any two points within 10 feet <br /> shall not be acceptable . Distribute concrete as required to remove <br /> surface irregularities, and refloat repaired areas to provide a <br /> continuous smooth finish . <br /> 3. Work edges of slabs, gutters , back top edge of curb, and formed <br /> joints with an edging tool , and round 10-112" radius, unless otherwise <br /> indicated . Eliminate any tool marks on concrete surface . <br /> 4. After completion of floating and when excess moisture or surface <br /> sheen has disappeared , broom finish sidewalks by drawing a fine- <br /> hair broom across concrete surface, perpendicular to a line of <br /> pedestrian traffic. <br /> 5. Do not remove forms for 24 hours after concrete has been placed . <br /> After form removal , clean ends of joints and point-up any minor <br /> honeycombed areas. <br /> D. CURING : <br /> 02576 Pavement, Sidewalk, and Driveway Replacemenl.doc <br /> 02576 - 7 <br /> J 907-029121nch WM - Vero Lake Estates00Wments%RepmisUddmg Contract SpecificationM02575 Pavement, Sidewalk, and edveway Replacement.doc <br />
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