Oldhouse Final Plans Part 6.pdf
PDF 29 MB Posted
- Attached to
- Addendum #2 Oldhouse Branch Refuse Pile
- Solicitation number
- ARFQ 0313 DEP1700000053 3
- Issued by
- Nitro City, West Virginia
About this file
This is a final construction plan document for what appears to be a remediation or infrastructure project involving site preparation and temporary water management systems. The document contains detailed survey coordinates and station locations for existing site features including buildings, walls, conveyors, metal debris, and utility pole structures. The project includes specifications for temporary erosion and sediment control measures, specifically rock check dams with sumps, temporary culvert trenches, temporary pipe inlets, and check dams with sediment sumps. Multiple detail sheets are referenced to provide comprehensive construction guidance for these temporary water management features, with specific coordinate data and offset measurements provided to establish precise locations across the project site.
The document serves as a technical reference for contractors executing site work, with detailed coordinate systems using both station and offset measurements to define locations relative to site features. No specific pricing information, contract terms, response dates, or award information is contained within this plan document. The focus is entirely on the physical layout and construction specifications necessary for implementing temporary sediment and erosion control measures during what may be a demolition, remediation, or construction project.
View the file
Other files
Show all 18
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
E 1,772,500 E 1,773,000
E 1,772,000
E 1,772,500 E 1,773,000E 1,772,000
N 254,500
N 255,000
N 254,500
N 255,000
EXISTING BUILDING
STATION=5+28.85
OFFSET=200.15R
NORTHING=254490.71
EASTING=1772577.40
EXISTING WALL
STATION=5+66.84
OFFSET=145.40R
NORTHING=254434.14
EASTING=1772463.60
EXISTING CONVEYOR
STATION=5+42.30
OFFSET=202.33R
NORTHING=254494.41
EASTING=1772478.09
EXISTING BUILDING
STATION=0+31.89
OFFSET=23.52L
NORTHING=253851.61
EASTING=1772511.91
EXISTING METAL DEBRIS
STATION=5+45.29
OFFSET=97.21R
NORTHING=254390.32
EASTING=1772493.04
UTILITY POLE STRUCTURE (RUINS)
STATION=5+28.85
OFFSET=63.04R
NORTHING=254360.35
EASTING=1772524.19
E 1,772,000 E 1,772,500
E 1,771,500
E 1,772,000 E 1,772,500E 1,771,500
N 254,000
N 254,500
N 254,000
N 254,500
E 1,771,000
E 1,771,000
N 253,500 N 253,500
E 1,772,500 E 1,773,000
E 1,772,000
E 1,772,500 E 1,773,000E 1,772,000
N 254,500
N 255,000
N 254,500
N 255,000
DETAIL (2)
DETAIL (4)
DETAIL (5)
DETAIL (1)
DETAIL (6)
DETAIL (3)
ROCK CHECK DAM WITH SUMP
DETAIL (2)
DETAIL (1) - CONTINUED
TEMPORARY CULVERT TRENCH
DETAIL (1)
TEMPORARY PIPE INLET CHECK DAM WITH SEDIMENT SUMP
DETAIL (1) - CONTINUED
TEMPORARY CULVERT PROFILE
File details come from the government source that posted it. Updated .