Interchange and Avenida Rio Salado/Broadway Road Alternative D. 11 The design of the SR 30 and Avenida Rio Salado system traffic interchange is reflected 12 in the preliminary plans included in the Reference Information Documents (RIDs). 13 Developer shall demonstrate Project design compatibility with respect to the following 14 aspects: 15 1. Developer shall design the profile of SR 202L and the location of the north abutment 16 of the Salt River Bridge to accommodate the planned undercrossing of SR 30 north 17 of the proposed Salt River bank protection work. 18 2. Developer shall design the distance between SR 202L northbound (NB) and 00 xxxxxxxxxx (XX) xxxxxxx centerlines from north of Southern Avenue to north of 00 Xxxxxxxx Xxxx to accommodate future direct high-occupancy vehicle (HOV) system 21 interchange ramps. The design must allow for direct HOV system ramps for the 22 north-to-west/east-to-south movement and east-to-north/south-to-west movements. 23 3. Developer shall not design the Project with access ramps to or from SR 202L on the 24 north side of Broadway Road or on the south side of Lower Buckeye Road. The 25 traffic interchanges at those crossroads must be connected by collector-distributors 26 that accommodate, or can be modified within the Schematic Right of Way (ROW) to 27 accommodate, the future work associated with the SR 30 System Interchange
Appears in 9 contracts
Samples: Design Build Maintain Agreement, Design Build Maintain Agreement, Design Build Maintain Agreement
Interchange and Avenida Rio Salado/Broadway Road Alternative D. 11 The design of the SR 30 and Avenida Rio Salado system traffic interchange is reflected 12 in the preliminary plans included in the Reference Information Documents (RIDs). 13 Developer shall demonstrate Project design compatibility with respect to the following 14 aspects:
15 1. Developer shall design the profile of SR 202L and the location of the north abutment 16 of the Salt River Bridge to accommodate the planned undercrossing of SR 30 north 17 of the proposed Salt River bank protection work.
18 2. Developer shall design the distance between SR 202L northbound (NB) and 00 xxxxxxxxxx 19 southbound (XXSB) xxxxxxx roadway centerlines from north of Southern Avenue to north of 00 Xxxxxxxx Xxxx 20 Broadway Road to accommodate future direct high-occupancy vehicle (HOV) system 21 interchange ramps. The design must allow for direct HOV system ramps for the 22 north-to-west/east-to-south movement and east-to-north/south-to-west movements.
23 3. Developer shall not design the Project with access ramps to or from SR 202L on the 24 north side of Broadway Road or on the south side of Lower Buckeye Road. The 25 traffic interchanges at those crossroads must be connected by collector-distributors 26 that accommodate, or can be modified within the Schematic Right of Way (ROW) to 27 accommodate, the future work associated with the SR 30 System Interchange
Appears in 1 contract
Samples: Design Build Maintain Agreement
