Terrell Heights - Phase 2
The Project consists of storm sewer and sanitary sewer improvements within the Terrell Heights subdivision. These improvements include the installation of 335 LF of 8” HDPE pipe via pipe bursting, 30 LF of 6” PVC pipe, 680 LF of 36” RCP, 300 LF of 44” x 27” Arch RCP (36” Equivalent), one concrete headwall, six 60” junction boxes, and two 60” junction box grate inlets. Included in the improvements is also the relocation of 70 LF of a 6” DIP water main along with restoration of asphalt paving, curbing, and all other appurtenances in addition to general restoration of the project area. Additive to this project is the demolition and removal of a driveway, fence, and 15 linear feet (LF) of 18” RCP on the 115 Woodland Drive property. Also additive to the project is the installation of one stormwater storage pond with OCS, grading, and retaining wall.
Addenda
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All questions about the meaning or intent of the Bidding Documents are to be submitted to Engineer in writing. Interpretations or clarifications considered necessary by Engineer in response to such questions will be issued by Addenda delivered to all parties recorded as having received the Bidding Documents. Questions received less than ten days prior to the date for opening of Bids may not be answered. Only questions answered by Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect.
| Name | Size | |||
| Addendum No. 1 | 1.7 MB | |||
| Addendum No. 2 | 1.1 MB |
