Common use of Lanes and Shoulders Clause in Contracts

Lanes and Shoulders. 10 The minimum allowable lane widths are 11 feet on the mainline and, Pecos Road, and 59th 11 Avenue and 10 feet on the crossroads. Developer shall maintain the minimum number of lanes 12 as reflected in Table 462-2. Table 462-2 Number of Lanes to Remain Open Location/Direction Number of Lanes I-10 EB (Papago Freeway) 4 general purpose lanes and 0 XXX xxxx (XX 000X to I-17) I-10 EB (Maricopa Freeway) 3 general purpose lanes and 0 XXX xxxx (Xxxxxx Xxxx to SR 202L) 0 xxxxxxx xxxxxxx xxxxx (XX 000X to Queen Creek Road) 3 general purpose lanes and 0 XXX xxxx (XX 000X to Elliot Road) SR 202 (Santan Freeway) A minimum of 2 lanes of traffic in each direction of traffic. Pecos Road and 59th Avenue A minimum of 2 lanes of traffic in each direction of traffic. Crossroad Facilities A minimum of 1 lane of traffic in each direction of traffic. Minimum of 1 left turn lane where left turn lanes exist 13 Differential pavement elevations within the same travel lanes or adjacent travel lanes will not be 14 allowed.

Lanes and Shoulders. 10 The minimum allowable lane widths are 11 feet on the mainline andmainline, Pecos Road, and 59th Avenue 11 Avenue and 10 feet on the crossroads. Developer shall maintain the minimum number of lanes as 12 as reflected in Table 462-2. Table 462-2 Number of Lanes to Remain Open Location/Direction Number of Lanes I-10 EB (Papago Freeway) 4 general purpose lanes and 0 XXX xxxx (XX 000X to I-17) I-10 EB (Maricopa Freeway) 3 general purpose lanes and 0 XXX xxxx (Xxxxxx Xxxx to SR 202L) 0 xxxxxxx xxxxxxx xxxxx (XX 000X to Queen Creek Road) 3 general purpose lanes and 0 XXX xxxx (XX 000X to Elliot Road) SR 202 (Santan Freeway) A minimum of 2 lanes of traffic in each direction of traffic. Pecos Road and 59th Avenue A minimum of 2 lanes of traffic in each direction of traffic. Crossroad Facilities A minimum of 1 lane of traffic in each direction of traffic. Minimum of 1 left turn lane where left turn lanes exist 13 Differential pavement elevations within the same travel lanes or adjacent travel lanes will not be 14 allowed.

Lanes and Shoulders. 10 The minimum allowable lane widths are 11 feet on the mainline andmainline, Pecos Road, and 59th 11 Avenue 00xx Xxxxxx and 10 feet on the crossroads. Developer shall maintain the minimum number of lanes 12 as reflected in Table 462-2. Table 462-2 Number of Lanes to Remain Open Location/Direction Number of Lanes I-10 EB (Papago Freeway) 4 general purpose lanes and 0 XXX xxxx (XX 000X to I-17) I-10 EB (Maricopa Freeway) 3 general purpose lanes and 0 XXX xxxx (Xxxxxx Xxxx to SR 202L) 0 xxxxxxx xxxxxxx xxxxx (XX 000X to Queen Creek Road) 3 general purpose lanes and 0 XXX xxxx (XX 000X to Elliot Road) SR 202 (Santan Freeway) A minimum of 2 lanes of traffic in each direction of traffic. Pecos Road and 59th Avenue A minimum Maintain the number of 2 existing lanes of traffic in each direction of traffic. Crossroad Facilities A minimum of 1 lane of traffic in each direction of traffic. Minimum of 1 left turn lane where left turn lanes exist 13 Differential pavement elevations within the same travel lanes or adjacent travel lanes will not be 14 allowed.exist

Lanes and Shoulders. 10 8 The minimum allowable lane widths are 11 feet on the mainline andmainline, Pecos Road, and 59th 11 Avenue 9 and 10 feet on the crossroads. Developer shall maintain the minimum number of lanes 12 as 10 reflected in Table 462-2. Table 462-2 Number of Lanes to Remain Open Location/Direction Number of Lanes I-10 EB (Papago Freeway) 4 general purpose lanes and 0 XXX xxxx (XX 000X to I-17) I-10 EB (Maricopa Freeway) 3 general purpose lanes and 0 XXX xxxx (Xxxxxx Xxxx to SR 202L) 0 xxxxxxx xxxxxxx xxxxx (XX 000X to Queen Creek Road) I-10 WB (Papago Freeway) 4 general purpose lanes and one HOV lane (I-17 to SR 101L) I-10 WB (Maricopa Freeway) 3 general purpose lanes (Queen Creek Road to SR 202L) 3 general purpose lanes and 0 XXX xxxx (XX 000X to Elliot Road) SR 202 (Santan Freeway) A minimum of 2 lanes of traffic in each direction of traffic. Pecos Road and 59th Avenue A minimum Maintain the number of 2 existing lanes of traffic in each direction of traffic. Crossroad Facilities A minimum of 1 lane of traffic in each direction of traffic. Minimum of 1 left turn lane where left turn lanes exist 13 11 Differential pavement elevations within the same travel lanes or adjacent travel lanes will not be 14 12 allowed.