HellroaringBridge_SteelGlulam_FINAL_SIGNED.pdf
PDF 4 MB Posted
- Attached to
- Idaho Panhandle National Forests - Hellroaring Creek Bridge Federal contract opportunity
- Solicitation number
- AG-0343-S-16-0055
About this file
Attachment J-5 Construction Plans - Steel Option
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Hellroaring_SteelGluLamFSSS_FINAL.pdf | ||
| HellRoaringCONRFP.docx | DOCX document | |
| J6FoodStorageRequirementAreaMap0001.pdf | ||
| HellRoaringBridgeFSSS_CONCRETE_FINAL.pdf | ||
| Hellroaring2266-0.94_Concrete_Final_Plans_Signed.pdf |
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Text version
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REGION ONE
Bonners Ferry Ranger District
Idaho Panhandle NATIONAL FOREST
Hellroaring Creek Culvert Replacement
INDEX TO SHEETS
VICINITY MAP
no scale
INDEX TO SHEETS
Boundary County, Idaho
Bridge #2266-0.94 - Steel Option
LOCATION MAP
MATERIAL SOURCES
- Embankment - Government Furnished, Available Onsite
- Structure Backfill - Government Furnished, Available Onsite
- Foundation Fill - Contractor Furnished
- Riprap Source - Contractor Furnished
- Crushed Aggregate - Contractor Furnished
TYPICAL ROADWAY SECTION
NOT TO SCALE
ESTIMATED QUANTITIES SUMMARY
EXISTING CONDITIONS SITE MAP
SCALE 1" = 40'
NOTES:
ROADWAY PROFILE VIEW
SCALE 1" = 25'
ROADWAY PLAN VIEW
SCALE 1" = 25'
NOTES:
ROADWAY CENTERLINE COORDINATE TABLE
STATION DESCRIPTION NORTHING EASTING FG
ELEVATION
0+24.00 BEGIN ROADWORK 9988.68 9846.83 1995.60
0+24.36 BEGIN 20' TAPER LT 9988.57 9847.18 1995.62
0+40.00 9984.21 9862.20 1996.22
0+44.36 PC, END 20' TAPER LT 9982.99 9866.38 1996.45
0+50.00 BEGIN 40' TAPER RT 9981.55 9871.83 1996.75
0+70.00 9978.54 9891.59 1997.81
0+90.00 END 40' TAPER RT 9978.89 9911.56 1998.87
1+10.00 9982.59 9931.19 1999.93
1+18.80 PT, BEGIN 20' TAPER LT 9985.26 9939.57 2000.40
1+23.84 BEGIN 20' TAPER RT 9986.96 9944.31 2000.67
1+38.80 END 20' TAPER LT 9992.02 9958.39 2001.46
1+43.84 END 20' TAPER RT 9993.72 9963.14 2001.73
1+44.93 CL BEARING ABUT 1 9994.09 9964.16 2001.76
2+05.93 CL BEARING ABUT 2 10014.71 10021.57 2001.76
2+30.00 10022.61 10044.31 2001.29
2+47.55 PC 10028.36 10060.89 2000.95
2+57.01 PVI, 18" CMP TO BE
STAKED BY COR 10031.89 10069.66 2000.76
2+63.58 PT 10034.81 10075.55 2001.11
2+80.00 10042.61 10090.00 2001.97 3+00.00 10052.10 10107.60 2003.03 3+20.00 10061.60 10125.20 2004.08
3+50.00 END ROADWORK 10076.76 10151.06 2005.67
ROADWAY CENTERLINE COORDINATE TABLE
STATION DESCRIPTION NORTHING EASTING FG
ELEVATION
STREAM PROFILE VIEW
SCALE 1" = 10'
STREAM PLAN VIEW
SCALE 1" = 20'
PLAN
NO SCALE
ELEVATION
NO SCALE
TYPICAL BRIDGE SECTION
NO SCALE
OBJECT MARKER TYPE 3 INSTALLATION
PROFILE VIEW ALONG PROPOSED ROAD CENTERLINE
ABUTMENT ELEVATION
SCALE: 14" = 1'-0"
(LOOKING AHEAD STA. ABUT. NO. 2)
(LOOKING BACK STA. ABUT. NO. 1)
ABUTMENT DETAIL
SCALE: 14" = 1'-0"
SOLE PLATE DETAIL
NO SCALE
BEARING DETAIL
NO SCALE
BEARING SECTION
FIELD WELD ALTERNATE
FIELD BOLT ALTERNATE
ELEVATION
POST-INSTALLED ANCHOR ALTERNATE
ELEVATION
FIELD WELD ALTERNATE
PLAN SECTION
FIELD BOLT ALTERNATE
PLAN SECTION
POST-INTALLED ANCHOR ALTERNATE
PLAN SECTION
OPTIONAL GRADE BEAM SPLICE DETAILS
STRINGER CAMBER DIAGRAM
NO SCALE
STRINGER ELEVATION
SCALE: 316" = 1'-0"
FRAMING PLAN
SCALE: 316" = 1'-0"
STIFFENER WELD DETAIL
NO SCALE
STIFFENER DETAIL
NO SCALE
ALTERNATE DIAPHRAGM
DECK PLAN
SCALE: 1" = 5'
NOTES:
DECK CONNECTION DETAIL
NO SCALE
STEEL CLIP DETAIL
STEEL CLIP OPTION"C-CLIP" OPTION
SCALE: 1" = 5'
DECK PLAN
SCALE: 1" = 5'
TIMBER CURB CONNECTION DETAILS
SCALE: 12" = 1'-0"
ANCHOR PLATE DETAIL
SCALE: 12" = 1'-0"
CURB BLOCK DETAIL - PLAN VIEW
SCALE: 12" = 1'-0"
SECTION A-A ELEVATION
CURB CHAMFER DETAIL
ROADWAY SECTION VIEWS, STA 0+24.00 - STA 1+44.43
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 20'
ROADWAY SECTION VIEWS, STA 2+06.43 - STA 3+50.00
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 20'
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