Appendix 2 Typical Culvert.pdf
PDF 343 KB Posted
- Attached to
- KMRD Fire Cove Road Maintenance Federal contract opportunity
- Solicitation number
- 1240BF23Q0030
- Issued by
- Department of Agriculture Forest Service
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 1240BF23Q0030 amend1.pdf | ||
| Attachment 1 PWS KMRD Fire Cove.pdf | ||
| Attachment 3 Schedule of Items Offer Sheet.xlsx | XLSX spreadsheet | |
| Appendix 4 Typical Brushing.pdf | ||
| Appendix 7 Fire Cove photos.pdf | ||
| Appendix 8 Campsites Campgrounds.pdf | ||
| 1240BF23Q0030 KMRD Fire Cove RdMaint.pdf | ||
| Appendix 1 FSSS.pdf | ||
| Appendix 6 SW Neets Map.pdf | ||
| Appendix 9 PBS 800-861.pdf | ||
| Attachment 2 SCA WD 2015-5685 R19 12.27.22 Tongass.pdf | ||
| Appendix 3 Typical Overlay.pdf | ||
| Appendix 5 Fire Cove Map.pdf |
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Text version
TYPICAL CULVERT INSTALLATION AT LIVE STREAMS
SELECT BACKFILL MATERIAL AND DEPTH FOR
BEDDING REFER TO FP-14 SECTIONS 602 AND 209.09
PIPE Ø
SUBGRADE
GRADE OF CMP SHALL BE SAME AS EXISTING
STREAM CHANNEL UNLESS OTHERWISE SHOWN
ON DRAWINGS
EXISTING
STREAMBED
1' MIN
4" MIN
1.25
RIP RAP
SEE NOTE 7
TYPICAL CULVERT INSTALLATION FOR DITCH RELIEF
SELECT BACKFILL MATERIAL AND DEPTH FOR
BEDDING REFER TO FP-14 SECTIONS 602 AND 209.09
PIPE Ø
SUBGRADE
GRADE OF CMP SHALL BE SAME AS EXISTING
STREAM CHANNEL UNLESS OTHERWISE SHOWN
ON DRAWINGS
1' MIN
1.25
EXISTING GROUND
VARIABLE SLOPE
2' MIN DEPTH
MINIMUM WIDTH OF
APRON IS 2 PIPE Ø
NOTES
1. PLACE CULVERT IN ALIGNMENT WITH THE NATURAL STREAM
CHANNEL. WHERE NO CHANNEL IS APPARENT, INSTALL CULVERTS
AT SKEWS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE CO.
2. MINIMUM CULVERT GRADES SHALL BE 5% OR
OF THE TRIBUTARY
DITCH GRADE.
3. CAMBER WILL DEPEND ON SITE CONDITIONS. MAXIMUM CAMBER IS
2% (STEEL OR ALUMINUM CULVERTS) OR 1% (POLYETHYLENE
CULVERTS) OF CULVERT LENGTH BY NO MORE THAN 2.5" AT
CENTER.
4. CATCH BASIN CONSTRUCTION IS REQUIRED WHEN SHOWN ON THE
DRAWINGS AND AT ALL INSTALLATIONS WHERE THE INLET IS LOWER
THAN NATURAL GROUND.
5. CULVERT INLETS AND OUTLETS SHALL EXTEND 24" BEYOND THE
TOE OF THE FILL UNLESS AGREED TO BY THE CO.
6. MINIMUM COVER OVER CULVERTS UNLESS OTHERWISE SHOWN ON
THE DRAWINGS IS 12".
7. PLACE RIPRAP AT SITES SHOWN ON THE DRAWINGS OR AS
DIRECTED BY THE CO. MINIMUM WIDTH OF RIPRAP IS 1.5 PIPE Ø.
MINIMUM RIPRAP SIZE IS CLASS 4.
8. THE CONTRACTOR SHALL PROVIDE THE CO A LIST OF AS-SLOPE
STAKED CULVERT LENGTHS AND LOCATIONS.
CULVERT SKEW DIAGRAM
BEGIN PROJECT ℄ END PROJECT
TYPICAL CATCH BASIN WITH DITCH BLOCK
CONSTRUCT DITCH BLOCK OF ROCK
WITH 12" MAX AVERAGE DIAMETER.
HEIGHT OF DITCH BLOCK SHALL BE NO
GREATER THAN THE TOP OF THE CULVERT
25' TAPER EACH SIDE
ALUMINUM & STEEL CULVERT CORRUGATIONS
SHALL CONFORM TO THE FOLLOWING:
PIPE SIZE MINIMUM (IN./GAGE) CORRUGATIONS
(IN) STEEL ALUMINUM
18 TO 36 0.064"/16 0.060" / 16 2
" X 0.5"
48 0.079" / 14 0.075" / 14 2
" X 0.5"
60 0.079" / 14 0.075" / 14 5" X 1"
72 0.109" / 12 0.105" / 12 5" X 1"
POLYETHYLENE (PE) CULVERT
PER ASTM D 3350
CORRUGATED
PIPE SIZE MIN COVER CELL CLASS CELL CLASS
Ø NO. 315412C NO. 324420C
MAX FILL HEIGHT IN FEET
18" 12" 12' 10'
24" 12" 12' 10'
30" 12" 12' 10'
36" 12" 11' 10'
POLYETHYLENE (PE) CULVERT
PER ASTM D 3350
RIBBED
PIPE SIZE MIN COVER CELL CLASS CELL CLASS
Ø NO. 334433C NO. 335434C
MAX FILL HEIGHT IN FEET
18" 12" 18' 24'
24" 12" 22' 28'
30" 12" 22' 28'
36" 12" 25' 31'
40" 12" 21' 27'
48" 12" 21' 26'
DIRECTION
OF FLOW
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
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R10
ALASKA REGION
KMRD Fire Cove Road Maintenance
TONGASS NATIONAL
FOREST
KM Ranger District
TYPICAL CULVERT
DETAILS
XX/XX/XXXX
FS090523_R102013_L1-002.dwg
TNF
K. CHERRY
TNF ENG
C-03
100002
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| Sheets and Views |
| R10 TONGASS - STANDARD ROADS DRAWINGS-COVERSHEET |
| R10 TONGASS - STANDARD ROADS DRAWINGS-EST QTY |
| R10 TONGASS - STANDARD ROADS DRAWINGS-TYP X-SECT |
| R10 TONGASS - STANDARD ROADS DRAWINGS-OVERLAY |
| R10 TONGASS - STANDARD ROADS DRAWINGS-CULVERT |
| R10 TONGASS - STANDARD ROADS DRAWINGS-STAKING |
| R10 TONGASS - STANDARD ROADS DRAWINGS-LINEAR GRADING 1 |
| R10 TONGASS - STANDARD ROADS DRAWINGS-LINEAR GRADING 2 |
| R10 TONGASS - STANDARD ROADS DRAWINGS-EROSION CONTROL |
| R10 TONGASS - STANDARD ROADS DRAWINGS-DEWATERING |
| R10 TONGASS - STANDARD ROADS DRAWINGS-PIT & QUARRY |
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