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2015-221A
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2015-221A
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Last modified
4/23/2018 12:56:59 PM
Creation date
12/9/2015 11:53:13 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
11/17/2015
Control Number
2015-221A
Agenda Item Number
8.G.
Entity Name
Ranger Construction
Subject
Resurface CR 512 from 125th Ave. to I-95
Contracts and Specifications
Area
125th Ave.to I-95
Project Number
1304
Bid Number
2016003
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E. <br />Water for Grassing: Contractor shall provide the' water used in the sodding <br />operations as necessary to meet the requirements of Article 570-3.6. <br />F. Preparation of Ground: The area over which the sod is to be placed shall be <br />scarified or loosened to a depth.and then raked smooth and free from debris. Where <br />the soil is sufficiently loose and clean, the Owner, at his discretion, may authorize the <br />elimination of ground preparation. <br />G. Application of Fertilizer: Before applying fertilizer, the soil pH shall be brought to a <br />range of 6.0 - 7.0. <br />Contractor shall apply two (2) applications. The initial shall be fertilizer and the second <br />application shall be "weed and feed". <br />The fertilizer shall be spread uniformly over the sodded area at the rate of 436 pounds <br />per acre, or 10 pounds per 1,000 square feet, by a spreading device capable of <br />uniformly distributing the material at the specified rate. <br />Contractor shall apply applications as per manufacturer's specification. All tickets from <br />bags shall be handed over to the County Inspector. <br />On steep slopes, where the use of a machine for spreading or mixing is not <br />practicable, the fertilizer shall be spread by hand and raked in and thoroughly mixed <br />with the soil to a depth of approximately 2 inches. <br />H. Placing Sod: The sod shall be placed on the prepared surface, with edges in close <br />contact and shall be firmly and smoothly embedded by light tamping with appropriate <br />tools. <br />Where sodding is used in drainage ditches, the setting of the pieces shall be staggered <br />so as to avoid a continuous seam along the line of flow. Along the edges of such <br />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�/2" 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 />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 />01025-27 Technical Specifications <br />F:\Public Works\ENGINEERING DIVISION PROJECTS \1304 -CR 512 Resurf (SCOP)_125th Ave to I-95\Admim\bid documents\Master <br />Contract Documents\Technical Specifications.doc <br />
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