Traffic Design. 30% complete plans, associated with the roadway design plans. Plans will address main line corridor, and side streets within the project footprint. Lighting design will be coordinated with Pacific Power. • Signing and pavement marking plans – (4 plans, 3 detail sheets) • Signal plans – Xxxx Market Road at American Lane - (3 plans, 2 detail sheets) • Lighting plans - (2 plans, 1 detail sheet) Deliverables: • 30% traffic design plans and estimate to be submitted under task 2.5.6
Traffic Design. Engineer shall design the modifications to the existing traffic signal system at the Maryland Avenue / 99th Avenue intersection and provide pavement marking and signing for the new road alignment. The Signal pole on the SW corner will be relocated to the ultimate location. Signal heads for the NW and SE corners will be adjusted to meet the new intersection striping. The traffic striping will be modified to match the widened pavement on both the East and West legs of the intersection. The signing layout will be modified to match the proposed conditions. Assumptions • Roadway lighting is not included in the scope. • No ITS connections will be provided for the traffic signal beyond what currently exists Deliverables • See Section 4.0
Traffic Design. Signing and pavement parking plans will be developed according to 2009 MUTCD guidance and CDOT Standard Plans. Construction traffic control will be determined and quantities for traffic control devices during construction will be tabulated. No phasing or device plans are included. CDOT Form 859 will be prepared at final design and submitted with a construction schedule. Work Element 7: Hydraulic Analysis and Design IME will address local drainage improvements required for the project. A Preliminary Drainage Report that includes hydraulic analysis for the proposed storm sewer infrastructure in compliance with CDOT and Town requirements will be prepared. Hydraulic analysis and documentation preparation will follow the 2019 Drainage Design Manual. IME will provide FIR plans including drainage and stormwater infrastructure improvements (as required) and estimate.
Traffic Design a. Hydrant barrel section shall be connected at the ground line in a manner that will prevent damage to the hydrant when struck by a vehicle.
Traffic Design. 1. Section II.B.1.b.i of the Agreement stating, “The obligation to widen the cartway along Hollow Road in the area of Sun Mountain Recreation Center (Section II.A.1) is eliminated.” shall be deleted in its entirety. For further clarity, the future proposed Lake View Drive intersection with Hollow Road shall be improved in general accordance with preliminary Construction Plan dated 10/07/2007 prepared by Traffic Planning and Design, Inc., attached as Appendix A, subject solely to the approval of the Pennsylvania Department of Transportation,.
Traffic Design. The detour route will be shown on a Construction Area Signs sheet. The plan will delineate the detour route using appropriate advisory and construction area signs (CAS) as approved by the COUNTY. A signing, striping, and pavement marking plan will be developed utilizing COUNTY standard details. Existing as well as new sign locations will be shown. Sign panels will be shown for any nonstandard signs. Standard signs will be designated by appropriate Caltrans standard sign numbers. Temporary signing and striping, portable delineators, temporary crash cushion arrays and temporary railing (Type K) will be shown, as necessary, on this plan. CONSULTANT staff will work closely with the COUNTY Traffic Engineer to incorporate applicable requirements into the plan set.
