Neighborhood Sewer Systems Improvements, Houston, Texas
Client Name & Address:
Department of Public Works & Engineering
City of Houston
611 Walker, 15th Floor
Houston, Texas 77002
Services Rendered:
As a prime design consultant, Amani provides Phase I, II, and III basic design services and additional services. The Project consists of study, evaluation and engineering design services for sanitary sewer improvements at eight (8) locations in the City of Houston
Rehabilitation design for two existing wastewater lift stations and one existing storm water lift station at Bush Intercontinental Airport, Houston, Texas
Client Name & Address:
Houston Airport System
16930 John F. Kennedy Blvd.,
Houston, Texas 77032
Services Rendered:
Amani was the Prime Design Consultant. Provided Rehabilitation Design to replace and
upgrade three (3) lift stations at two (2) locations at Bush Intercontinental Airport. Wastewater Lift Stations at gate C-45 and D-4 upgrades included a new sump, replacement of two pumps, discharge lines and a new control system. Upgrades to storm water lift station #1 included new pumps, controls, filters, updated control systems and upgraded back-up emergency power system. The upgrades included greater capacity pumps to compensate for run-off created by future construction in the immediate area
Infiltration/ Inflow correction in the FWSD #23 and Red Gully Service Areas, Houston, Texas
Client Name & Address:
Roy F. Weston, Inc.
5599 San Felipe, Suite 700
Houston, TX 77056
Services Rendered:
As a sub consultant, Amani prepared rehabilitation design to correct Infiltration and Inflow in the airport collection system. Prepared partial Phase II design showing remedial measures to mitigate I/I into the system
Infiltration/ Inflow (I/I) Correction in Northside Phase II Service Area, Houston, Texas
Client Name & Address:
Nathelyne A. Kennedy and Associates (NAK)
6100 Hillcroft, Suite 700
Houston, TX 77081
Services Rendered:
As a sub-consultant, Amani provided Engineering design services to abate I/I in the wastewater collection system in the Northside / 69th Street Phase II Service Area
Design of off-site Sanitary Sewers for City of Baytown, Texas
Client Name & Address:
Pate Engineers
13333 Northwest Frwy., Suite 300
Houston, TX 77040
Services Rendered:
Preliminary Design for 5,600 LF of 24-inch diameter sanitary sewer was prepared by Amani
Neighborhood Oriented Sewer Improvements Project; Houston, Texas
Client Name & Address:
Infrastructure Associates, Inc./ City of Houston
6117 Richmond, Suite 100
Houston, TX 77057
Services Rendered:
Rehabilitation design for sanitary sewers and manholes was prepared by Amani. Designed relief sewers to divert flow from overloaded sanitary sewers. Provided plans, specifications and cost
estimate. Provided Traffic Control Plan and Storm Water Pollution Prevention plan
Sundown Village Apartments on Saums Road at Prospect Glen Lane, Harris County, Texas
Client Name & Address:
Lott and Brown Consulting Engineers
1326 Shillington
Katy, TX 77450
Services Rendered:
Amani was responsible for Design and draw Drainage Area Map, Storm Sewer Plan, Grading Plan, Accessibility Plan, Sanitary Sewer Plan, Waterline layout, Detention Plan, Storm Water Quality Management Plan, Paving Plan, paving details and Storm Water Pollution Prevention Plan
Emergency Safety Improvements at Willow Run Wastewater Treatment Plant (WWTP), Houston
Client Name & Address:
Montgomery Watson Harza (MWH)
5100 Westheimer, Suite 580
Houston, TX 77056
Services Rendered:
As a sub-consultant, Amani provided topographic survey, evaluated existing safety conditions and provided design for safety improvements that include stairs, elevated walkways, handrails and miscellaneous structures
Construction Plans for Water and Sanitary Sewer to serve the Limestone Construction Southwest, Brazoria County
Client Name & Address:
Lott and Brown Consulting Engineers
1326 Shillington
Katy, TX 77450
Services Rendered:
As a sub-consultant, Amani provided design, plan and profile for new Sanitary Sewer (8” and 10”) approximately 2600 Linear Feet and proposed 12” waterline, approximately 1800 Linear Feet. Standard details and Storm Water Pollution Prevention Plan were also provided