Hellroaring2266-0.94_Concrete_Final_Plans_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-4 Construction Plans - Concrete 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 | ||
| HellroaringBridge_SteelGlulam_FINAL_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 - Concrete 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
EXISTING CONDITIONS SITE MAP
SCALE 1" = 40'
NOTES:
ROADWAY PLAN VIEW
SCALE 1" = 25'
ROADWAY PROFILE 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 2001.13
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 PLAN VIEW
SCALE 1" = 20'
NOTES:
STREAM PROFILE VIEW
SCALE 1" = 10'
PLAN
NO SCALE
ELEVATION
NO SCALE
TYPICAL BRIDGE SECTION
NO SCALE
OBJECT MARKER TYPE 3 INSTALLATION
PROFILE VIEW ALONG
PROPOSED ROAD CENTERLINE
BEARING DETAIL
ABUTMENT DETAIL
SCALE: 1/3" = 1'-0"
SECTION A-A
TYPICAL WINGWALL DETAIL
SCALE: 12" = 1'-0"
DETAIL
SCALE: 12" = 1'-0"
SECTION C-C
ELEVATION SECTION D-D
GRADE BEAM TO
WINGWALL CONNECTION DETAIL
SCALE: 12" = 1'-0"
DETAIL
SCALE: 12" = 1'-0"
SECTION C-C
SECTION B-B
FIELD WELD ALTERNATE
ELEVATION
FIELD BOLT ALTERNATE
ELEVATION
POST-INSTALLED ANCHOR ALTERNATE
ELEVATION
FIELD WELD ALTERNATE
PLAN SECTION
FIELD BOLT ALTERNATE
PLAN SECTION
POST-INSTALLED ANCHOR ALTERNATE
PLAN SECTION
OPTIONAL GRADE BEAM SPLICE DETAILS
SUPERSTRUCTURE PLAN
SCALE: 316" = 1'-0"
INTERIOR BEAM
SCALE: 12" = 1'-0"
EXTERIOR BEAM
SCALE: 12" = 1'-0"
GROUT KEY
PRESTRESSED BEAM NOTES
DETAIL
SCALE: 12" = 1'-0"
PLAN
SECTION
SCALE: 12" = 1'-0" SECTION
SCALE: 12" = 1'-0"
INTERIOR BEAM PLAN
SCALE: 12" = 1'-0"
EXTERIOR BEAM PLAN
SCALE: 12" = 1'-0"
GUARD ANGLE DETAIL
WELD TIE DETAIL
NO SCALE
CURB REINFORCING
NO SCALE
CURB JOINT
ROADWAY SECTION VIEW STA.
0+00.00 - 1+43.28
VERTICAL SCALE 1" = 20'
HORIZONTAL SCALE 1"= 20'
ROADWAY SECTION VIEW STA.
2+07.43 - 3+50.00
VERTICAL SCALE 1" = 20'
HORIZONTAL SCALE 1"=20'
TYPICAL DITCH RELIEF INSTALLATION
DITCH RELIEF CATCH BASIN TYPICAL SECTION
NO SCALE
TYPICAL LEAD OUT DITCH
NO SCALE
SECTION A-A
CULVERT INSTALLATION DETAILS
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