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.
Roadway. The Proposal shall provide a description of the roadway components for the Project. The information shall include at least the following:
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. Alt Set ID: Alt Mbr ID: Proposal Unit Price Item ID Approximate Number Description Units Dollars Cents Bid Amount Dollars Cents 0170 432-0206 9,486.000 MILL ASPH CONC PVMT, 1 1/2 IN DEPTH SY . . 0175 433-1000 270.000 REINF CONC APPROACH SLAB SY . . 0180 456-2015 1.000 INDENTATION RUMBLE STRIPS - GROUND-IN-PLACE (SKIP) GLM . . 0185 550-1150 10.000 STORM DRAIN PIPE, 15 IN, H 1-10 LF . . 0190 550-1300 10.000 STORM DRAIN PIPE, 30 IN, H 1-10 LF . . 0195 603-2036 642.000 STN DUMPED RIP RAP, TP 1, 36 IN SY . . 0200 603-2182 2,033.000 STN DUMPED RIP RAP, TP 3, 24 IN SY . . 0205 603-7000 2,675.000 PLASTIC FILTER FABRIC SY . . 0210 611-8040 2.000 ADJUST DROP INLET TO GRADE EA . . 0215 611-9000 2.000 CAPPING MINOR STRUCTURE EA . . 0220 620-0100 857.000 TEMPORARY BARRIER, METHOD NO. 1 LF . . 0225 632-0003 4.000 CHANGEABLE MESSAGE SIGN, PORTABLE, TYPE 3 EA . . Line Quantity and Proposal ID: B1CBA2002363-0 Project(s): 0013935
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. The Consultant shall be responsible for coordination of all geotechnical related fieldwork activities. The Consultant shall retain all samples until Final Plans are submitted.