EHRA designed an expansion that implemented the installation of a new triplex lift station operating in conjunction with the existing duplex lift station.
EHRA completed preliminary engineering, phase one environmental site assessment and schematic development for the widening of Northpark Dr. between US 59 and Woodland Hills Dr. EHRA also provided program management, drainage analysis and design, traffic engineering, environmental documentation and schematic design for the roadway, as well as grade separation at the Loop 494/UPRR railroad crossing.
EHRA conducted traffic operations and access management studies for the Northpark Dr. corridor. This corridor is approximately 2.2 miles long and has major signalized and unsignalized intersections and driveways that access various subdivisions and industrial developments. These studies laid the groundwork for the widening of Northpark Dr. from a four-lane boulevard cross-section to a six-lane boulevard complete street. The new street design includes low impact development drainage, conventional drainage, a grade separation at the UPRR crossing with mechanically stabilized earth retaining walls, two at-grade crossings for bi-directional frontage access, reconstruction of two concrete bridges over a diversion channel, intersection improvements, a roadway-adjacent multiuse path and traffic signal improvements.
Drainage analysis and design included hydrologic and hydraulic studies of both existing and proposed conditions to demonstrate that proposed project components would not adversely affect the 100-year floodplain in the area. The roadway and traffic designs contained horizontal and vertical alignments, cross-sections, plan and profile, sidewalk and bicycle accommodations, intersection layouts, traffic control plans and signing and pavement markings.
As the program management firm, EHRA coordinated with TxDOT, UPRR, the City of Houston Council District E, COH Planning and Development Department, COH Public Works and Engineering Department, Montgomery County, Harris County, HCFCD and area residents throughout the project.
EHRA assisted with the district creation of Montgomery County Municipal Utility District No. 126 to accommodate a ±329 acre master planned community located in northern Montgomery County in the City of Conroe, south of League Line Road, west of Longmire Road, and adjacent to Lake Conroe.
Project totaled 640 acres including 1256 Residential Lots. EHRA designed, created construction plans, publicly bid and preformed Construction management.
Identified as a top priority during the development of the District’s Parks Master Plan, this portion of trail was the first phase of over two miles of planned trails to provide connectivity and recreation for District residents.
DRIVING EFFICIENT MOVEMENT
EHRA Engineering prepared construction documents for Fort Bend County’s Cane Island Parkway from the FM 1463 intersection to I-10. The overall design comprised of one new major thoroughfare, conventional drainage, retaining walls and two 600-ft long bridges over Willow Fork of Buffalo Bayou. Improvements were made at I-10 and intersection improvements at FM 1463, including traffic signals and illumination. The new roadway consists of an extended four-lane boulevard concrete pavement with an accompanying sidewalk along the northbound lane. The project was constructed in two phases to accommodate for each side of the boulevard.
During the pre-design phase, EHRA performed a route study to determine the optimal roadway geometry to minimize impacts to adjacent landowners and wetlands while also providing the shortest bridge length to span the floodway. The new roadway provides a functional relief route for FM 1463.
One of the project’s unique factors comes from the number of entities that were involved in its execution, including Kinder Morgan, CenterPoint Energy, Enterprise pipeline companies and additional pipeline companies. Consistent coordination and communication proved to be imperative to the project’s success.
EHRA worked directly with Fort Bend County, TxDOT and the utility companies throughout the design phase of the project. Utility coordination was crucial because the roadway crossed numerous pipelines adjacent to the floodway at a skew. TxDOT coordination and permits were required since the proposed roadway ties to TxDOT on facilities on both ends.
Hurricane Harvey caused excessive flows within the channel during phase 1 construction. While the design incorporated erosion protection near the bridge, additional erosion control was designed during the construction phase to provide an added factor of safety.
PROJECT DETAILS
DESIGNED TO BE DURABLE
The bridge over the Willow Fork Bayou is designed using standard type TX46 pre-stressed concrete girders supported on standard abutments and interior bents supported on drilled shaft foundations. The bridge is designed per TxDOT Bridge Design Guidelines and Standards. Design loading is per AASHTO LRFD Design Specifications, current edition. The scour depths were calculated using FHWA guidelines.
PROJECT APPROACH
SET FOR FUTURE GROWTH
The project included a detailed hydraulic impact analysis for the Cane Island Parkway, which was performed in accordance with the Fort Bend Drainage District design criteria. Analysis included coordination with TxDOT to discuss design options for draining the FM 1463 and Cane Island Parkway intersection, such that it will correspond with the future TxDOT road widening project of FM 1463.
EHRA performed professional surveying calculations of the final approved alignment for the route and prepared documents for the acquisition of land for the road.
In a collaborative effort from all parties involved, the project reached a successful conclusion with the completion of phase two in May of 2021.
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