ELY PUCKETT AMD Lick Branch Final Plans - signed.pdf
PDF 2 MB Posted
- Attached to
- Ely Puckett Creek Wetlands AMD Maintenance IX
- Solicitation number
- 70209
- Issued by
- King William County, Virginia
About this file
This document contains detailed plans and specifications for the Ely Puckett Creek Wetlands AMD Maintenance IX project for the Commonwealth of Virginia's Lee County. The work consists of mobilization, cleaning and repair of drainage pipes, access road repair, miscellaneous drainage control work, clean up and repair of damages, safety conditions, and revegetation of all disturbed areas at the project site, located off SR 765 along an access road (Baltic Dr.) in a remote section nearby St. Charles, Virginia. The approximate coordinates for the site are Latitude: 36° 47' 19.5" N, Longitude: 83° 04' 18.1" W.
The document provides general notes, site plans, embankment sections, erosion control details, and typical ditch details required for the project. No specific pricing terms, set asides, funding requirements, or other salient commercial information is provided in the document. The project appears to be a maintenance and repair effort for existing drainage and wetland infrastructure in the area.
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Text version
AREA MAP
PROPOSED AGGREGATE
STOCKPILE LOCATION
LICK BRANCH SITE
AMD MAINTENANCE IX PROJECT
PROJECT LOCATION
PENNINGTON GAP QUADRANGLE
MINED LAND REPURPOSING
ABANDONED MINED LAND SECTION
ELY PUCKETT CREEK WETLANDS
1 Cover Sheet
DESCRIPTION
INDEX OF SHEETS
2 Site Plan Existing 3 Site Plan Proposed
GENERAL NOTES
1. Before performing any excavation, contact Miss Utility, (800) 810-7197, to confirm the location of any below ground utility lines in the work area.
2. Before starting the work, contact the Agency for proper clearance and be governed by the Agency's instructions.
3. The contractor is responsible for scheduling, expediting, directing, inspecting and coordinating the work so as to complete the work in the time agreed upon.
4. Work in close cooperation with the Agency and others engaged in the project so that the work will be completed in an orderly manner.
5. Provide temporary supports as may be required during construction to ensure the stability of the proposed excavation.
4 Embankment Section
DESCRIPTION
INDEX OF SHEETS
May 23, 2024
GENERAL NOTES
1. Before performing any excavation, contact Miss Utility, (800) 810-7197, to confirm the location of any below ground utility lines in the work area.
2. Before starting the work, contact the Agency for proper clearance and be governed by the Agency's instructions.
3. The contractor is responsible for scheduling, expediting, directing, inspecting and coordinating the work so as to complete the work in the time agreed upon.
4. Work in close cooperation with the Agency and others engaged in the project so that the work will be completed in an orderly manner.
5. Provide temporary supports as may be required during construction to ensure the stability of the proposed excavation.
5 Erosion Details
SCALE:1"=1000'
50001000 100050001000 1000
SCALE:1"=2000'
100002000 2000
COORDINATES:
6 Typical Ditch Details 1
/ Location Map
7 Typical Ditch Details 2 of2 7
Sheet Number:
D a t e
P l a n
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C o n d i t i o n s
D e s i g n e d
D r a w n
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Sheet Number:
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D es ig ne d:
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FILTER FABRIC
3. BACKFILL AND
COMPACT THE
EXCAVATED SOIL.
1. SET POSTS 5' APART AND
EXCAVATE A 4" X 4" TRENCH
UPSLOPE ALONG THE LINE OF POSTS.
2. ATTACH THE FILTER FABRIC
TO THE POSTS AND EXTEND IT
INTO THE TRENCH.
Silt Fence Typical N.T.S.
1. DITCHES SHALL BE AT LEAST ONE FOOT IN DEPTH.
2. MINIMUM SLOPES OF 1% FOR ROADSIDE DITCHES.
V-shaped Ditch N.T.S.
A
PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY
Note: Embed hay bales a minimum of 4 inches.
Prevent Piping Compacted Soil to
Straw Bale Staked and Entrenched
Runoff Sediment Laden
Filtered Runoff or Twine Binding Wire
Points A should be higher than point B
B
A
Straw Bales-Barrier N.T.S.
GRADED ROAD DITCHES
Typical Section
SS
1 1
SS
D
FB
1'
Diversion Ditch of5 7
Sheet Number:
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| 2024-06-07T16:39:38-0400 | |
| Holly F White |
| 2024-06-07T16:39:39-0400 | |
| Holly F White |
| 2024-06-07T16:39:39-0400 | |
| Holly F White |
| 2024-06-07T16:39:40-0400 | |
| Holly F White |
| 2024-06-07T16:39:41-0400 | |
| Holly F White |
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