Attachment 3 Braxton County EWP Drawings.pdf
PDF 5 MB Posted
- Attached to
- EWP Streambank Stablization Braxton County, West Virginia Federal contract opportunity
- Solicitation number
- 12FPC325B0001
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| S01 12FPC325B0001 Amend 3.pdf | ||
| S01 12FPC325B0001 Amend 2.pdf | ||
| Braxton County Job Showing QA - JCW-6-26-2025.docx | DOCX document | |
| S01 12FPC325B0001 Amend 1.pdf | ||
| Attachment 4 Wage determination.txt | TXT text file | |
| Attachment 1 Combined Specs.pdf | ||
| Attachment 2 Sugar Creek Drawings.pdf | ||
| S01 12FPC325B0001.pdf | ||
| Attachment 1 Saltlick Creek - FULL SPECS.pdf | ||
| Attachment 2 Sugar Creek EWP - FULL SPECS.pdf | ||
| Attachment 5 Wage determination.txt | TXT text file | |
| Attachment 4 Braxton Co EWP-Sites12_OHW_updated.pdf |
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UTILITY NOTIFICATION
"The Natural Resources Conservation Service makes no representation as to the existence or non-existence of any utilities at the construction site. Shown on these construction drawings are those utilities which have been identified. It is the responsibility of the contractor(s) to assure themselves that no hazard exists or damage will occur to utilities."
COVER SHEET
QUANTITIES AND CONSTRUCTION NOTES
LOCATION MAP
SHEET LIST TABLE
SITE MAP
SHEET TITLE
SITE 1 - PLAN VIEW
TYPICAL GROUTED ROCK RIPRAP SECTION
SITE 2 - PLAN VIEW
9 TYPICAL CHANNEL BOTTOM CONFIGURATION
TYPICAL GROUTED ROCK RIPRAP DETAILS
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%%ULOCATION MAP
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JOB APPROVAL
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CLASS V
AutoCAD SHX Text DRAWINGS PREPARED UNDER THE AUTHORITY OF THE EMERGENCY WATERSHED PROTECTION ACT by the NATURAL RESOURCES CONSERVATION SERVICE of the UNITED STATES DEPARTMENT OF AGRICULTURE STREAMBANK STABILIZATION SALTLICK CREEK, SITES 1 & 2 DAMAGE SURVEY REPORT NO. 54-02-24-5085-009 BRAXTON COUNTY, WEST VIRGINIA
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CONSTRUCTION NOTES
1. Call 811 to locate utilities prior to mobilization and excavation.
2. Access roads shall be restored to pre-construction condition or better.
3. All fences removed and/or damaged as a result of the contractor's operations shall be restored to a condition equal to or better than they existed before the start of work.
4. Soil compacted as a result of construction operations shall be loosened for a depth of 6-inches below the compacted soil layer and re-graded to blend with existing ground.
5. Provide sub-channel as shown on Typical Channel Bottom Configuration drawings.
6. While working in the stream all efforts will be made to reduce downstream impacts including keeping the excavator tracks elevated above flowing water. A diversion berm shall be established at the top of each stream access point to minimize surface water from flowing toward the stream.
7. Required pollution control measures shall be installed as needed in accordance with Pollution Control Specification 5.
8. Site access shall be off the main road and shall be in accordance with all West Virginia Department of Highways rules and guidelines. The contractor shall provide signage and flagmen for traffic control as required.
9. Excess material from the excavation & obstruction removal shall be wasted off-site in accordance with all local, state, & federal regulations and as approved by the NRCS representative in the field. Floodplains will not be allowed as waste areas under any circumstances. Waste areas shall be seeded according to construction specification 6, Seeding, Sprigging and Mulching.
10. The contractor shall provide approved fill as required to complete the work.
11. Trash, tires, & woody debris within the work limits shall be disposed of off-site in an approved landfill. The contractor shall be responsible for the landfill tipping fees.
12. All pipes encountered in the embankment shall be extended through the riprap and/or gabions with the same pipe material or better to the face of the slope or baskets.
13. Pipes 12" diameter and larger shall be encased in a minimum of 6" of concrete when passing through rock riprap. Concrete shall have a minimum compressive strength of 2500 psi.
14. The contractor shall maintain the cleanliness of public and private roads impacted by hauling operations during the duration of the work.
15. Starting location of riprap will be marked in the field.
16. Reshape stream banks at the upstream and downstream ends of riprap to transition to existing.
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SITE GEOTEXTILE
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DRAINFILL
BLANKET
TONS
RIPRAP
TONS
GROUT
RIPRAP
CY
SHALLOW BEDROCK
REINFORCEMENT
LF**
1 328.9 48.1 208.3 69.4 88 2 504.3 73.7 310.9 103.6
TOTAL 833.1 121.8 519.2 173.1
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* THE AREA REQUIRED FOR OVERLAP IS NOT
INCLUDED IN THE QUANTITY FOR GEOTEXTILE.
TABLE OF ESTIMATED QUANTITIES
DRAIN PIPE
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AS NEEDED
AS NEEDED
AS NEEDED
** QUANTITIES ASSUMING BEDROCK
ENCOUNTERED FOR ENTIRE AREA.
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Salt Lick Site 1 Lat N38.747190°
Long W80.601490°
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SITE 2
LAT: N38.747311
LONG: W80.601347
SITE 1
LAT: N38.747640
LONG: W80.602627
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GRAVEL BAR
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EDGE OF ACCESS ROAD
NAD83 WV STATE PLANE, SOUTH ZONE, US FOOT GRID. NAVD88 VERTICAL DATUM
ELEVATIONEASTINGNORTHINGDESCRIPTION
EXISTING TBM2 - HUB WITH TACK 821.742082037.66636513.66
PROJECT CONTROL
821.222081960.88636610.63EXISTING TBM3 - HUB WITH TACK
EXISTING TBM1 - HUB WITH TACK 822.752082143.94636521.01
820.122081885.20636564.62EXISTING TBM4 - HUB WITH TACK
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120'
RIPRAP BANK, SEE
DETAILS, SHEET 7
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NOTES
1. CHANNEL CLEARING AND DEBRIS DISPOSAL SHALL
BE DIRECTED BY NRCS REPRESENTATIVE.
2. BORROW MATERIAL SHALL BE TAKEN FROM WITHIN
THE CONSTRUCTION LIMITS DIRECTED BY THE
NRCS REPRESENTATIVE..
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RIPRAP BANK, SEE
DETAILS, SHEET 7
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NOTES
1. CHANNEL CLEARING AND DEBRIS DISPOSAL SHALL
BE DIRECTED BY NRCS REPRESENTATIVE.
2. BORROW MATERIAL SHALL BE TAKEN FROM WITHIN
THE CONSTRUCTION LIMITS DIRECTED BY THE
NRCS REPRESENTATIVE..
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EXISTING
GROUND
RIPRAP KEY @ UPSTREAM & DOWNSTREAM ENDS
GROUTED ROCK RIPRAP SECTION
3' MIN. OR TO BEDROCK. IF
BEDROCK ENCOUNTERED, SEE
TOE ON BEDROCK DETAIL, SHEET 8.
5'
1.5
EXCAVATION
LIMITS
1'- 6"
6"
3'
5'
1.5
2' OF 6"- 18" ROCK RIPRAP PLACED WITH VOIDS
FOR GROUT PLACEMENT. FOR DETAILS, SEE
CONSTRUCTION SPECIFICATION 62
RIPRAP BLANKET
6" OF #57 AGGREGATE
STREAM BOTTOM
2' MIN. OF TOPSOIL ON GEOTEXTILE
OVER TOP OF RIPRAP. PROVIDE
POSITIVE DRAINAGE.
GEOTEXTILE
2'
4'
5'
GEOTEXTILE
NOTE: KEY SHALL EXTEND FROM THE
TOE OF RIPRAP BLANKET TO THE
TOP OF THE RIPRAP BLANKET.
3' MIN.
RIPRAP
FLOW
OR
POSITIVE DRAINAGE
1'
BACKFILL DRAIN, 3" SCH. 40
ASTM D1785 SOLID PIPE,
10' C.C. (MAX). SLOPE TO
DRAIN. SEE DETAILS, SHEET 8.
6"
BACKFILL DRAIN, 3" SCH. 40
ASTM D1785 PERFORATED
PIPE. SEE DETAILS, SHEET 8.
FINAL GRADE
EXCAVATION LIMITS. BACKFILL AFTER
ROCK RIPRAP WITH GROUT PLACEMENT.
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EXISTING
GROUND
0' TO 3' MAX.
1.5
EXCAVATION
LIMITS
1'- 6"
6"
1.5
DRAINFILL BLANKET
6" OF #57 AGGREGATE
STREAM BOTTOM
GEOTEXTILE
2'
BACKFILL DRAIN, 3" SCH. 40 ASTM
D1785 SOLID DRAINAGE PIPE, 10' C.C.
(MAX). SLOPE TO DRAIN.
6"
TOE ON BEDROCK
BEDROCK
2'- 6"EQUALEQUAL
#8x4' REBAR 5' C.C MAX.
GROUT INTO ROCK
GEOTEXTILE
2' OF 6"- 18" ROCK RIPRAP PLACED WITH VOIDS
FOR GROUT PLACEMENT . FOR DETAILS, SEE
CONSTRUCTION SPECIFICATION 62
TEE
120°
PERFORATED PIPE
1'
2.5"
1"
PERFORATED PIPE WITH
TWO ROWS OF 3 8" HOLES
ANIMAL GUARD, 12" STAINLESS
BOLT WITH WASHERS AND NUT
2" FROM END.
ANIMAL GUARD
END CAP
BACKFILL DRAIN
2"ANIMAL GUARD
3" DIA. SCH. 40
ASTM D1785
SOLID PIPE
5'
END CAP
3" DIA. TWO-WAY
CLEANOUT TEE
1' 3" DIA SCH. 40, ASTM D1785
PERFORATED PIPE. SEE
DETAILS ABOVE.
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Notes:
1. Final location of subchannel to be located in the field by the NRCS representative. The subchannel shall be transitioned as necessary to meet existing grades at the upstream and downstream site extents.
2. Subchannels are not required for bedrock streambeds.
3. Use material from the required excavations and/or approved fill from offsite to reconstruct streambanks as necessary. Seed and mulch per construction specification 6, Seeding, Sprigging and Mulching.
EXISTING
GROUND
POSITIVE DRAINAGE
FINAL STREAM BOTTOM SHALL
BE ROUGH & IRREGULAR.
PROVIDE POSITIVE DRAINAGE
TOWARD SUBCHANNEL.
~1
~1
1'
1/3 BW
SUBCHANNEL
BOTTOM WIDTH
(BW)
~2
DEPOSITION VARIES
CHANNEL BOTTOM CONFIGURATION
SEE SITE PLAN
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| Sheets and Views |
| 8.5x11 Cover |
| BC_2-Quantities&Notes-Quantities and Construction Notes.pdf |
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| Quantities and Construction Notes |
| BC_3-LocationMap.pdf |
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| Location Map |
| BC_4-SiteMap.pdf |
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| 8.5x11 SiteMap |
| BC_5-Site1.pdf |
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| 8.5x11 PlaView |
| BC_6-Site2.pdf |
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| 8.5x11 Landscape |
| BC_7-RiprapSec.pdf |
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| 8.5x11 RiprapSection |
| BC_8-RiprapDetails.pdf |
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| 8.5x11 RiprapDetails |
| BC_9-ChannelSec.pdf |
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| 8.5x11 StreamSection |
| BC_8-RiprapDetails.pdf |
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| 8.5x11 RiprapDetails |
| BC_1-Cover..pdf |
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| 8.5x11 Cover |
| BC_5-Site1.pdf |
| Sheets and Views |
| 8.5x11 PlaView |
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