A.01.13 USCG SFO Eastern Shore Plan Drawings Final March 2021.pdf
PDF 6 MB Posted
- Attached to
- USCG Sector Field Office Eastern Shore Maintenance Dredging Project Federal contract opportunity
- Solicitation number
- W9123621B5010
About this file
This file contains plans and specifications for the USCG Sector Field Office Eastern Shore Maintenance Dredging Project. The project involves maintenance dredging of approximately 11,000 cubic yards of material from the USCG Station Chincoteague's boat basin, access channel, and mooring area. Work will dredge these areas to a required depth of -10 feet with 2 feet of allowable overdepth. Dredged material will be transported via leakproof dump trucks to the designated upland placement site adjacent to the Curtis Merritt Harbor complex approximately 2 miles away. The plans also specify upgrading portions of the confined upland placement site and repairing a spillbox. Services are to be performed with a mechanical bucket dredge.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| A.01.25 ABSTRACT OF OFFERORS_Page 2.pdf | ||
| A.01.25 ABSTRACT OF OFFERORS_Page 3.pdf | ||
| B.01.02 ABSTRACT OF OFFERORS Page 1.pdf | ||
| A.01.04 Released Solicitation Amendment 0002_21B5010.pdf | ||
| A.01.25 USCG SFO Eastern Shore facility layout.pdf | ||
| A.01.04 Released Solicitation Amendment 0001_21B5010.pdf | ||
| D.01.04 Released Solicitation_W9123621B5010.pdf | ||
| A.01.13 USCG SFO Eastern Shore Specs. Final March 2021.pdf |
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ACCOMACK COUNTY, VIRGINIA
US Army Corps of Engineers
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PLANS FOR DREDGING AND
UPLAND PLACEMENT SITE REHABILITATION
USCG SECTOR FIELD OFFICE EASTERN SHORE
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1. Contractor shall utilize existing dredge material within upland placement site to achieve planned grades.
2. Contractor shall expect to blend clay and sand deposits within the site to meet the requirements of the suitable soil prior to placement.
3. Contractor shall strip and grub all vegetation, stumps, and phragmites roots for the dikes and interior of the placement area prior to excavation for borrow and filling of the dikes.
4. Grubbing shall extend to a depth of 12 to 18 inches below the ground surface to remove large phragmites roots.
5. All roots larger than 1 inch thick shall be removed from the material used to fill and raise dikes.
6. Excavation of the interior of the site shall not extend to within 15 feet of the newly proposed interior slope toe.
7. Suitable material shall be properly benched into existing slopes at a horizontal distance of every 2 feet and a vertical distance of every 1 feet.
8. Erosion control measures shall be in place prior to the start of any grading.
9. See Section 31 00 00 EARTHWORK for details.
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| Sheets and Views |
| 1 COVER SHEET |
| 2 LOCATION MAP |
| 3 LEGEND AND GENERAL NOTES |
| 4 PLANS FOR DREDGING |
| 5 EXISTING CONDITIONS |
| 6 BORING LOCATIONS |
| 7 SOIL DESCRIPTION SHEETS |
| 8 SOIL DESCRIPTION SHEETS (CONT'D) |
| 9 SOIL DESCRIPTION SHEETS (CONT'D) |
| 10 SOIL DESCRIPTION SHEETS (CONT'D) |
| 11 LIMITS OF CONSTRUCTION |
| 12 DIKE LAYOUT PLAN |
| 13 BORROW AREA LAYOUT PLAN |
| 14 GRADING PLAN |
| 15 EROSION CONTROL PLAN |
| 16 TYPICAL DIKE CROSS-SECTIONS |
| 17 EROSION CONTROL DETAILS |
| 18 SPILLBOX DETAIL |
| 19 SPILLBOX DETAIL (CONT'D) |
| 20 SPILLBOX DETAIL (CONT'D) |
| 21 SPILLBOX DETAIL (CONT'D) |
| 22 SPILLBOX PHOTOS |
| 2021-02-17T09:24:50-0500 | |
| David M. Linn |
| 2021-02-26T11:50:43-0500 | |
| Michael L. Anderson |
| 2021-03-01T14:09:22-0500 | |
| Eric Legaspi |
| 2021-03-03T09:42:12-0500 | |
| Keith B Lockwood |
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