Roadway Sample Clauses

Roadway. The portion of a road within the limits of excavation and embankment.
Roadway. The Grantor, at the Grantor’s sole expense, shall construct and maintain a private roadway over the entire Easement and shall surface such private roadway with the materials selected and approved by the Distributor in its sole discretion. The Parties agree, however, that the portions of the Easement upon which any fire hydrants and/or fire hydrant branch lines are located shall not be included in such private surfaced roadway. Planters, islands, or medians shall not be permitted within the Easement, except as specified by the Distributor’s and Denver Water’s then-current Engineering Standards.
Roadway. 2.5.1. Roadway and right-of-way widths shall follow the guidelines set out in Appendix A:
Roadway. A parcel of land being a portion of Tract A, GC-9 and Tract WA-2, LAKE ASHTON GOLF CLUB PHASE I, as recorded in Plat Book 117, Pages 19 through 27, Public Records of Polk County, Florida, being described as follows: Commence at the Northwest corner of said Tract A; thence South 89° 40’ 08” East, along the North line of said Tract A, 15.35 feet to the Point of Beginning; thence continue South 89° 40’ 08” East, 40.38 feet; thence North 19° 26’ 02” West, 35.78 feet; thence North 70° 33’ 58” East, 30.00 feet; thence South 19° 26’ 02” East, 46.56 feet to a point on said Tract A; thence continue South 19° 26’ 02” East, 109.59 feet to the Point of Curvature of a curve to the right having a radius of 215.00 feet, a central angle of 19° 45’ 53”, a chord bearing of South 09° 33’ 05” East, and a chord distance of 73.80 feet; thence along the arc of said curve 74.17 feet to the Point of Tangency; thence South 00° 19’ 52” West, 577.21 feet to the Point of Curvature of a curve to the left having a radius of 30.00 feet, a central angle of 38° 33’ 08”, a chord bearing of South 18° 56’ 42” East, and a chord distance of 19.81 feet; thence along the arc of said curve 20.19 feet to the Point of Tangency; thence South 38° 13’ 16” East, 32.95 feet to the boundary of said Tract GC-9; thence South 38° 05’ 42” West, along said boundary, 30.88 feet; thence North 38° 13’ 16” West, 29.60 feet to the Point of Curvature of a curve to the left having a radius of 50.00 feet, a central angle of 51° 26’ 52”, a chord bearing of North 63° 56’ 42” West, and a chord distance of 43.40 feet; thence along the arc of said curve 44.90 feet to the Point of Tangency, a point on the South line of said Tract A; thence North 89° 40’ 08” West, along said South line of Tract A, 105.35 feet, to a point on the West line of said Tract A; thence North 06° 50’ 04” West, along said West line of Tract A, 30.24 feet; thence South 89° 40’ 08” East, 98.50 feet to the Point of Curvature of a curve to the left having a radius of 30.00 feet, a central angle of 90° 00’ 00”, a chord bearing of North 45° 19’ 52” East, and a chord distance of 42.43 feet; thence along the arc of said curve 47.12 feet to the Point of Tangency; thence North 00° 19’ 52” East, 208.04 feet to the Point of Curvature of a curve to the left having a radius of 30.00 feet, a central angle of 90° 00’ 00”, a chord bearing of North 44° 40’ 08” West, and a chord distance of 42.43 feet; thence along the arc of said curve 47.12 feet to the Point of Tangen...
Roadway. 1.1 Mobilization 1 LS $150,000.00 $150,000.00 1.2 Storm Water Pollution Prevention Plan 1 LS $25,000.75 $25,000.75
Roadway. The purpose of this task is to prepare the roadway design and develop the final drawings, using the CADD standards provided by the FB County Engineer and required by FB County, which will be included in the contract documents for construction. The scope for Roadway work is as follows:
Roadway. In the event that this transaction is consummated, Arbor Gardner shall construct, at Arbor Gardner’s sole cost and expense (except as otherwise provided herein to the contrary), a roadway within the area shown on Exhibit “B” attached hereto (the “Roadway Improvements”) in a good and workmanlike manner and otherwise in accordance with the provisions of this Section 21 and easement agreement in the form attached as Exhibit “21” (the “Access Roadway Easement Agreement”). The Roadway Improvements shall be constructed in accordance with the all Applicable Laws Within thirty (30) days of Overstock’s receipt of written demand from Arbor Gardner, from time to time, which demand shall include supporting invoices, Overstock shall reimburse Arbor Gardner on a work in progress basis for one-half of the actual out-of-pocket costs incurred by Arbor Gardner in connection with the construction of the Roadway Improvements, provided, however, Overstock shall not be required to reimburse Arbor Gardner for the construction of the Roadway Improvements for an amount in excess of $200,000.00. The provisions of this Paragraph 21 shall survive the Closing.
Roadway. The portion of a Highway within the limits of construction and all structures, ditches, channels, and waterways which are necessary for the correct drainage thereof. Rootmat. Any material that by volume, contains approximately 60 percent or more roots. Schedule Impact Analysis (SIA). A process of analyzing a schedule to determine the impact on the Project schedule of a change in the Work or condition, or of a delay event, for the purposes of quantifying and apportioning the effects to the party responsible for the impact. Schedule of Record (SOR). The latest accepted Baseline Schedule in accordance with Part 3, Article 11 of the Contract Documents by which all schedule references will be made and progress evaluated. Seawater. Water in which total alkali chlorides calculated as sodium chloride are more than 0.10 percent of total solids. Select Borrow. Borrow material that has specified physical characteristics. Select Material. Material obtained from Roadway Cuts, Borrow areas, or commercial sources that is designated or reserved for use as a foundation for the Subbase, Subbase material, Shoulder surfacing, or other specified purposes designated in the Contract Documents.