Kirby Drive

CLR is currently providing the paving and drainage improvements to Kirby Drive and adjacent side streets between Richmond and Westheimer to improve mobility in the Upper Kirby area. The work consists of installation of 72-inch storm sewer on Kirby Drive between Richmond and Westheimer and storm sewer improvements ranging from 24-inch to 48-inch diameter on several other streets that tie into the trunk sewer on Kirby Drive. The roadway improvement work includes reconstruction of the entire roadway to a City of Houston standard concrete roadway consisting of three 11-foot lanes on either side with a 14-foot wide median in the middle with 12-foot wide left-turn lanes. The work also includes new sidewalks, utility relocation and coordination, and new traffic signals. Scope of services includes: final design, PS&E, construction phase services, SW3P, private utility conduit layout, cleaning and televising TCP, geotechnical investigation, Phase 2 ESA, topographic survey, rightof-way acquisition and urban forestry services.

The design of 10,040 linear feet of 48-inch diameter water main pipe beginning at the northeast corner of the intersection of Louetta Road with Canterbury Forest Drive and continuing east along Louetta Road to west of the intersection of Louetta Road and BNSF railroad.

The estimated probable construction cost of the project is $ 8,437,468.50 excluding easement acquisition and engineering fees

The design of 1,585 linear feet of 42-inch diameter water main pipe. The watermain begins at the northeast corner of the intersection of Louetta Road with Canterbury Forest Drive and heads west on Louetta Road and ends 200 feet beyond the west bank of Harris County Flood Control District Channel K142-05-00.

The actual construction cost  was $ 3,456,398.00.  

The design of 9,950 linear feet of 30-inch diameter and 7,481 linear feet of 24” diameter watermain pipe. The watermain begins at the end of Project 6B-1 and continues west on Louetta Road turning southwest on Malcomson Road then northwest on Grant Road and ends at the southwest intersection of Grant Road and Spring Cypress Road.

The actual construction cost  was $9,988,335.00.

The design of 1,185 LF of 24-inch diameter water main pipe, 2,320 LF of 20-inch diameter water main pipe, 15,550 LF of 16-inch diameter water distribution line, 200 LF of 12-inch diameter water distribution line, and service connections to four (4) Utility Districts.

The estimated probable construction cost for Project 6B-3 is $4,656,547 excluding ROW / easement acquisitions.  

The design of 5,825 linear feet of 16-inch diameter water main pipe. The project includes a connection to Prestonwood Forest Utility District Water Plant No. 1 consisting of 130 linear feet of a 12” diameter waterline.

The actual construction cost bid for Project 4C, which excludes areas through the Michael Stevens Interests, Inc Cypresswood Apartment Complex, on March 11, 2008 was approximately $ 961,830.57

The design of 7,135 LF of 60-inch diameter water main pipe. The majority of the 60-inch watermain is to be constructed in open cut with areas of trenchless operations to be installed in a steel tunnel liner. 

The actual construction cost was  $5,445,014.40.