My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Attachment A - 2015-3-13_Samson Park Technical Specifications
SIBFL
>
City Clerk
>
Bids-RFQ-RFP
>
ITB
>
(15-05-01) Samson Oceanfront Park Improvements
>
Attachment A - 2015-3-13_Samson Park Technical Specifications
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/12/2015 10:00:19 AM
Creation date
11/12/2015 9:46:40 AM
Metadata
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
411
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Samson Oceanfront Park <br />City of Sunny Isles <br />Technical Specifications <br />CONCRETE WALKWAYS, CURBS AND GUTTERS, RAMPS, 02510-1 <br />MISCELLANEOUS CONCRETE SLABS <br /> <br />SECTION 02510 - CONCRETE WALKWAYS, CURBS AND GUTTERS, RAMPS, <br /> MISCELLANEOUS CONCRETE SLABS <br /> <br /> <br />PART 1 - GENERAL <br /> <br />1.01 <br /> <br />SCOPE: <br />A. Summary of Work: The CONTRACTOR shall furnish all labor, materials and equipment <br />necessary for the construction for concrete walkways, curbs and gutters, ramps, miscellaneous <br />concrete slabs and wheel stops, as shown on the drawings. <br /> <br />B. RELATED WORK: <br /> <br />1. 03300 Cast-In-Place Concrete <br /> <br />1.02 APPLICABLE PUBLICATION <br /> <br />: <br />A. Florida Department of Transportation Standard Specifications for Road and Bridge Construction, <br />latest edition, (FDOT). <br /> <br />1.03 <br /> <br />DEFINITIONS: (Not Used) <br />1.04 SUBMITTALS: <br /> <br /> Submit copies of proposed concrete mix design and compression strength tests for review. <br />1.05 <br /> <br />QUALIFICATIONS: (Not Used) <br />1.06 <br /> <br />RESPONSIBILITIES: (Not Used) <br />1.07 CERTIFICATIONS AND TESTING: <br /> <br /> Perform tests in accordance with standards hereinafter specified and <br />the Section 01410 of these specifications. <br />1.08 INSPECTION COORDINATION: <br /> <br /> The CONTRACTOR shall provide access to the WORK for the <br />ENGINEER as requested for inspection. The CONTRACTOR shall provide 48 hours notice of its intention to <br />begin new WORK activities. <br />1.09 <br /> <br />WARRANTY: (Not Used) <br /> <br />PART 2 - PRODUCTS <br /> <br />2.01 CONCRETE: <br /> <br /> The CONTRACTOR shall provide concrete for sidewalks, curbs and gutters, ramps and <br />miscellaneous concrete slabs as specified in FDOT Specifications - Section 346 “Portland Cement <br />Concrete.” For miscellaneous concrete slabs Class I concrete shall have a minimum strength of 3000 psi. <br />2.02 METAL ACCESSORY MATERIALS: <br /> <br /> The CONTRACTOR shall provide metal accessory materials for <br />miscellaneous concrete slabs as indicated on the Drawings and as specified in FDOT Specification - <br />Section 931. <br />2.03 PRE-CAST CONCRETE WHEEL STOPS <br /> <br />: The CONTRACTOR shall furnish pre-cast concrete wheel <br />stops that are nominally six inches high by eight inches wide by six feet long, or accepted equivalent. One <br />wheel stop shall be furnished per parking space or as shown on the Drawings. Wheel stops shall be <br />reinforced with two #4 bars. <br />
The URL can be used to link to this page
Your browser does not support the video tag.