My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2012-000
CBCC
>
Official Documents
>
2010's
>
2012
>
2012-000
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/9/2018 11:38:22 AM
Creation date
3/23/2016 8:44:31 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Bid
Approved Date
07/05/2012
Control Number
2012-0000
Entity Name
Dunkelberger Engineering & Testing, Inc.
Subject
Old Dixie Highway Roadway Coring
Area
Dispute Resolution Mediation
Project Number
PSL-10-3054 (BG 10.5)
Alternate Name
Work Change Directive
Supplemental fields
FilePath
H:\Indian River\Network Files\SL00000A\S0003SR.tif
Meeting Body
Board of County Commissioners
Meeting Type
NA
SmeadsoftID
13603
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
151
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
staggered areas, the offsets of individual strips shall not exceed 6 inches. In order to <br />prevent erosion caused by vertical edges at the outer limits, the outer pieces of sod <br />shall be tamped so as to produce a featheredge effect. <br />Where sodding is placed abutting paved shoulder, the contractor is to ensure that the <br />finished sod elevation is 1 Y2' below paved shoulder. <br />On slopes greater than 3:1, the Contractor shall prevent the sod from sliding by means <br />of wooden pegs driven through the sod blocks into firm earth, at suitable intervals. <br />Sodding shall not be performed when weather and soil conditions are, in the <br />Engineer's opinion, unsuitable for proper results. <br />Sod shall be placed around all structures, equipment pads, etc. <br />I. Watering: The areas on which the sod is to be placed shall contain sufficient moisture, <br />as determined by the Engineer, for optimum results. After being placed, the sod shall <br />be kept in a moist condition to the full depth of the rooting zone for at least 2 weeks. <br />Thereafter, the Contractor shall apply water as needed until the sod roots and starts to <br />grow for a minimum of 60 days (or until final acceptance, whichever is latest). <br />J. Maintenance: The Contractor shall, at his expense, maintain the sodded areas in a <br />satisfactory condition until final acceptance of the project. Such maintenance shall <br />include repairing of any damaged areas and replacing areas in which the establishment <br />of the grass stand does not appear to be developing satisfactorily. <br />Replanting or repair necessary due to the Contractor's negligence, carelessness or <br />failure to provide routine maintenance shall be at the Contractor's expense. <br />The Contractor shall maintain the sodded area up to the final acceptance date as <br />directed by the Engineer. Grass height shall not exceed 6" without mowing. Clippings <br />shall be removed from sidewalk. <br />K. Article 570-9. The first two paragraphs under this Article are deleted and the <br />following substituted: <br />The contract unit price for sodding shall include the costs of sod, fertilizer (2 <br />applications), sidewalk sweeping after mowing, mowing, pegging disposal of clippings, <br />water, tools, equipment, labor and all other incidentals necessary. <br />Item of Payment <br />Payment shall be made under: <br />Bid Item No. 570-1-2 — Performance Turf (Sod) (Bahia) - Per Square Yard <br />SECTION - 00700 SIGNING AND PAVEMENT MARKINGS <br />A. Signing and pavement marking for traffic control shall conform to the <br />requirements of the Standard Specifications (2010), Manual on Uniform Traffic Control <br />Devices, Supplemental Specifications, Roadway and Traffic Design Standards, <br />manufacturer's specifications. <br />01025-34 Technical Specifications <br />F:\Public Works\ENGINEERING DIVISION PROJECTS\1137-Old Dixie Hwy Resurfacing IRF North Relief Canal to 71st St\Hdmim\bid <br />documents\Contract Documents\Technical Specifications REVISED.doc <br />
The URL can be used to link to this page
Your browser does not support the video tag.