culvert_removal_072211.pdf
PDF 100 KB Posted
- Attached to
- POW Road Drainage Stabilization 2013 Federal contract opportunity
- Solicitation number
- AG-0109-S-13-0008
About this file
Culvert Removal
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| sf-30_ag-0109-s-13-0008_02.doc | DOC document | |
| sf-30_ag-0109-s-13-0008.doc | DOC document | |
| WorklistCoffmanArea.pdf | ||
| Worklist__ExchangeCoveArea.pdf | ||
| typical_ditch.pdf | ||
| bridge_removal_drawing.pdf | ||
| Daily_Activity_Report.pdf | ||
| staney_area.pdf | ||
| coffmanCoveArea.pdf | ||
| Stormproofing_Typical_051112.pdf | ||
| cmp_removal_ohv_xing_0412.pdf | ||
| AG-0109-S-13-0008_solicitation.doc | DOC document | |
| culvert_removal_ditch_x_drain.pdf | ||
| Worklist_StaneyArea.pdf | ||
| photos.pdf | ||
| exchange_cove_area.pdf |
Show all 16
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
CULVERT REMOVAL TYPICAL SECTION
STREAMS
CULVERT REMOVAL TYPICAL SECTION
DITCH RELIEF
GENERAL NOTES
BANKFULL
WIDTH
1. CULVERTS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM GOVERNMENT
PROPERTY FOR DISPOSAL.
2. CULVERTS SHALL BE REMOVED AND THE ROAD PRISM EXCAVATED TO THE STREAMBED'S ORIGINAL GRADE.
EXCAVATE THE DRAINAGE CHANNEL TO THE BANKFULL WIDTH IN STREAMS.
3. WHERE FEASIBLE, NATURALLY OCCURRING INSTREAM DEBRIS AND BEAVER DAMS SHALL BE LEFT UNDISTURBED DURING CONSTRUCTION. ROAD INDUCED SLASH AND DEBRIS SHALL BE REMOVED FROM THE STREAM CHANNEL UPSTREAM AND DOWNSTREAM OF THE ROAD PRISM AS FAR AS EQUIPMENT CAN REACH FROM THE ROAD PRISM.
DEBRIS SHALL BE PLACED WHERE THEY CAN NOT RE-ENTER CHANNEL.
4. EXCAVATED MATERIAL SHALL BE PLACED AS SHOWN ON THE DRAWINGS. PLACE EXCAVATED MATERIAL NO CLOSER THAN 1 FOOT FROM THE EDGE OF ANY FILL SLOPE OR DITCHLINE AND AT LEAST 3 FEET FROM THE EDGE OF THE
EXCAVATION.
5. MATERIAL WHICH CAN NOT BE PLACED ON THE ROADWAY SHALL BE LOADED, HAULED, AND DISPOSED OF AS
SHOWN ON THE DRAWINGS OR DIRECTED BY THE COR.
6. EXCAVATED MATERIAL SHALL BE SEEDED AS SHOWN ON THE DRAWINGS. NO SLOPES SHALL BE STEEPER THAN 1V:1.5H.
7. ALL DISTURBED AREAS SHALL BE SEEDED AND FERTILIZED AS SPECIFIED IN SECTION 625.
8. OBSTRUCTED DITCH LINES SHALL BE CLEANED TO A MINIMUM DEPTH OF 12 INCHES, AND CROSS SLOPES SHALL
BE 1V:1.5H.
9. IN LOCATIONS WHERE WATER FLOWING FROM THE DITCH GOES AWAY FROM THE STREAM, CREATE A SHOT ROCK DITCHBLOCK. THE TOP OF THE DITCHBLOCK SHALL BE EQUAL TO THE NEIGHBORING ROAD SURFACE.
20° 25°
45°
TYPICAL NON-DRIVABLE CULVERT REMOVAL
X. XXXXXXX XX/XX/XX
X. XXXXXXXXXX XX/XX/XX
111510 notes JACOBSON
112910 notes JACOBSON 072211 notes JACOBSON
ACAD.DWGUSDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP:09/04
File details come from the government source that posted it. Updated .