4-Images of Current Conditions.pdf
PDF 4 MB Posted
- Solicitation number
- 26-038
- Issued by
- Cobb County, Georgia
About this file
This document is a supporting exhibit containing photographic images and site condition assessments for the City of Sandy Springs, Georgia's Trenchless Stormwater Pipe Rehabilitation project. The file documents twelve separate stormwater pipe locations throughout Sandy Springs requiring rehabilitation using cured-in-place pipe (CIPP) lining methods. The pipes identified for rehabilitation include various sizes and materials: eighteen-inch corrugated metal pipes (CMP) at five locations totaling approximately 207 linear feet, eighteen-inch reinforced concrete pipes (RCP) at three locations totaling approximately 181 linear feet, fifteen-inch and twenty-four-inch RCP and CMP combinations at one location totaling approximately 55 linear feet, twenty-four-inch RCP at two locations totaling approximately 52 linear feet, twenty-four-inch CMP at one location containing 18 linear feet, thirty-inch CMP at one location totaling approximately 272 linear feet, and forty-eight-inch CMP at one location totaling approximately 32 linear feet. The specific pipe locations are distributed across multiple addresses including Marseilles Drive, Spalding Lane, Nesbit Ferry Road, The Fifth Green, Londonberry Road, Mount Vernon Highway, Peachtree Dunwoody Road, Spalding Drive, North Mill Road, Lake Forrest Drive, North Devereux Court, and Wolf Brook Drive, with each location accompanied by photographic documentation of current pipe conditions.
The document serves as a visual inventory and needs assessment for the overall stormwater pipe rehabilitation project, providing bidders with detailed information regarding the scope, extent, and current condition of infrastructure requiring rehabilitation services. The comprehensive documentation of pipe dimensions, materials, linear footage, and photographic evidence enables contractors to develop accurate cost estimates and project schedules for the trenchless rehabilitation work across the multiple Sandy Springs locations.
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Other files
| File | Type | Posted |
|---|---|---|
| 3-Vicinity Map.pdf | ||
| 2-Vendor Responsibility Questionnaire (VRQ)-Legal Approved.docx | DOCX document | |
| 5-ITB-26-038-Trenchless Stormwater Pipe Rehabilitation.pdf | ||
| 1-Standards and Specifications.pdf |
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Text version
Trenchless Stormwater Pipe Rehabilitation Project
Figure 1: 865 Marseilles Drive Pipe #7416 is approx. 25 LF of 18” CMP
Picture 1: Pipe #7416
Figure 2: 7520 Spalding Lane Pipe #30099 is approx. 32 LF of 18” CMP
Picture 2: Pipe #30099
Figure 3: 7600 Nesbit Ferry Road Pipe #30102 is approx. 133 LF of 18” CMP
Picture 3: Pipe #30102
Figure 4: 8680 The Fifth Green Pipe #23970 is approx. 29 LF of 18” CMP
Picture 4: Pipe #23970
Figure 5: 405 Londonberry Road Pipe #5459 is approx. 31 LF of 18” RCP
Picture 5: Pipe #5459
Figure 6: 485 Mount Vernon Highway Pipe #8101 is approx. 33 LF of 18” RCP
Picture 6: Pipe #8101
Figure 7: 5785 Peachtree Dunwoody Road Pipe #4853 is approx. 117 LF of 18” RCP
Picture 7: Pipe #4853
Figure 8: 3395 Spalding Drive. Pipe # 26203 is approx. 10 LF of 15” RCP and Pipe #26204 is approx. 45 LF of 24” CMP
Picture 8: Pipe #26204
Figure 9: 155 North Mill Road Pipe #14701 is approx. 26 LF of 24” RCP
Picture 9: Pipe #14701
Figure 10: 4869 Lake Forrest Drive Pipe #5368 is approx. 26 LF of 24” RCP
Picture 10: Pipe #5368
Figure 11: 190 North Devereux Court Pipe # 9189 is approx. 18 LF of 24” CMP, Pipe #9179 is approx. 180 LF of 30” CMP, and Pipe #9186 is approx. 92 LF of 30” CMP
Picture 11: Pipe #9179
Figure 12: 7580 Wolf Brook Drive Pipe #29895 is approx. 32 LF of 48” CMP
Picture 12: Pipe #29895
File details come from the government source that posted it. Updated .