Plans_ Trenchless Stormwater Pipe Rehabilitat.pdf
PDF 4 MB Posted
- Solicitation number
- PE-66098-NONST-2027-000000155
- Issued by
- Cobb County, Georgia
About this file
This document is a detailed project plan for the Trenchless Stormwater Pipe Rehabilitation Project – 2027, prepared by the City of Sandy Springs, Georgia. The project involves the rehabilitation of existing stormwater infrastructure at seventeen locations throughout Sandy Springs using cured-in-place pipe (CIPP) lining methods. The scope includes rehabilitation of pipes ranging from 7 to 72 linear feet (LF), with pipe diameters spanning 18 to 36 inches in diameter and constructed of materials including reinforced concrete pipe (RCP) and corrugated metal pipe (CMP). Specific project sites are identified with pipe numbers, addresses, linear footage, and pipe specifications, including locations such as 785 Weatherly Lane (Pipe #11811: 33 LF of 18" RCP), 1115 Heards Ferry Road NW (Pipe #12121: 29 LF of 18" RCP), and 550 Abernathy Road (Pipe #28598: 72 LF of 18" RCP), among others. The document provides no information regarding response dates, due dates, site visits, bidders' meetings, award dates, or contract term and renewal options.
No pricing terms, set-asides, incumbent information, funding requirements, or financial details are included in this document. The file functions as a reference guide for contractors to understand the specific scope of work and project locations associated with contract opportunity 27-014.
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Other files
| File | Type | Posted |
|---|---|---|
| Standards and Specifications.pdf | ||
| 27_014 Trenchless Stormwater Pipe Rehabilitat.pdf | ||
| Vicinity Map.pdf |
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Text version
Trenchless Stormwater Pipe Rehabilitation Project - 2027
Figure 1: 785 Weatherly Ln. Pipe #11811 is approx. 33 LF of 18” RCP
Picture 1: Pipe #11811
Figure 2: 1115 Heards Ferry Road NW. Pipe #12121 is approx. 29 LF of 18” RCP
Picture 2: Pipe #12121
Figure 3: 4630 Canyon Creek TRL. Pipe #1378 is approx. 56 LF of 18” CMP
Picture 3: Pipe #1378
Figure 4: 540 Calaveras Dr. Pipe #16311 is approx. 37 LF of 36” CMP
Picture 4: Pipe #16311
Figure 5: 6955 Riverside Dr NW. Pipe #14686 is approx. 7 LF of 18” CMP
Picture 5: Pipe #14686
Figure 6: 4812 Lake Forrest Dr. Pipe # 602 is approx. 30 LF of 24” RCP
Picture 6: Pipe #602
Figure 7: 4565 Jolyn PL. Pipe #40219(32551) is approx. 15 LF of 30” RCP
Picture 7: Pipe #40219(32551)
Figure 8: 6700 Powers Ferry Rd. Pipe # 9008 is approx. 45 LF of 18” RCP
Picture 8: Pipe # 9008
Figure 9: 4625 Lake Forrest Dr NW. Pipe # 3534 is approx. 29 LF of 24” RCP
Picture 9: Pipe #3534
Figure 10: 1865 Redbourne Dr. Pipe #30791 is approx. 33 LF of 24” CMP
Picture 10: Pipe #30791
Figure 11: 5559 Glenridge Dr. Pipe #7872 is approx. 23 LF of 18” RCP
Picture 11: Pipe #7872
Figure 12: 6010 Sandy Springs Cir. Pipe #8482 is approx. 54 LF of 18” RCP
Picture 12: Pipe #8482
Figure 13: 120 Franklin Place. Pipe #2583 is approx. 26 LF of 24” RCP
Picture 13: Pipe #2583
Figure 14: 505 Elden Dr. Pipe #1649 is approx. 29 LF of 24” RCP
Picture 14: Pipe #1649
Figure 15: 6346 Vernon Woods Dr. Pipe #13793 is approx. 32 LF of 24” RCP
Picture 15: Pipe #13793
Figure 16: 4565 Windsor Gate Ct. Pipe #1313 is approx. 12 LF of 18” CMP
Picture 16: Pipe #1313
Figure 17: 550 Abernathy Rd. Pipe #28598 is approx. 72 LF of 18” RCP
Picture 17: Pipe #28598
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