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File #: 23-0668    Version: 1 Name:
Type: Contract - Award Status: Passed
File created: 1/23/2023 In control: Commissioners Court
On agenda: 1/31/2023 Final action: 1/31/2023
Title: Request for approval to execute an agreement with Arcadis U.S., Inc. in the amount of $99,940.10 for Professional Engineering and related services to construct Drainage Improvements to Fountainview Section 1 and 2 Subdivision, UPIN 19101MF12F01, Precinct 1, MWDBE Contracted Goal 31%.
Attachments: 1. 23-0668 Consultant - Arcadis - Fountainview Sec 1 & 2.pdf
Department: County Engineer
Department Head/Elected Official: Milton Rahman, PhD, PE, PMP, CFM, County Engineer

Regular or Supplemental RCA: Regular RCA

Type of Request: Contract - Award

Project ID (if applicable): UPIN 19101MF12F01
Vendor/Entity Legal Name (if applicable): Arcadis U.S., Inc.

MWDBE Contracted Goal (if applicable): 31%
MWDBE Current Participation (if applicable): N/A
Justification for 0% MWDBE Participation Goal: N/A - Goal is not 0% and is listed above

Request Summary (Agenda Caption):
title
Request for approval to execute an agreement with Arcadis U.S., Inc. in the amount of $99,940.10 for Professional Engineering and related services to construct Drainage Improvements to Fountainview Section 1 and 2 Subdivision, UPIN 19101MF12F01, Precinct 1, MWDBE Contracted Goal 31%.
end

Background and Discussion:
The project study area is bound by Harris County Flood Control District (HCFCD) Unit# P133-00-00 on the north, Aldine Bender Road on the south, HCFCD Unit# P133-04-00 on the west, and HCFCD Unit# P133-03-00 on the east. The majority of the study area is residential, comprised of single-family homes with concrete sidewalks and a curb and gutter storm sewer system. An evaluation of the existing storm sewer system showed that the existing storm sewer pipes do not meet current County criteria due to insufficient capacity to convey the 2-year storm event or have a diameter less than the specified minimum diameter size of 24-inches. In addition to the undersized storm sewer within the neighborhood, it was also determined that the receiving channels restrict the study area's ability to drain. During the 100-year storm event, flow from P133-00-00 backs up into the two tributary channels, P133-03-00 and P133-04-00. These tributary channels then cause the storm sewer system within the subdivision to fill up resulting in ponding within the neighborhood until water surface elevations in the channels recede and allow the neighborhood to drain. Drainage...

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