North Fritz Culvert Drawings.pdf
PDF 4 MB Posted
- Attached to
- UNITED STATES FOREST SERVICE, INTERMOUNTAIN REGION 4, ROAD AND BRIDGE CONSTRUCTION SERVICES MATOC
- Solicitation number
- 1240LU24R0012
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a detailed engineering drawing package for a culvert replacement project on North Fritz Creek in the Caribou-Targhee National Forest's Dubois District in Clark County, Idaho. The drawings are dated April 2024 and consist of 6 sheets including coversheet, site plan, typical culvert details, footing details, stream structures, and example dewatering plan.
The project involves removing an existing culvert and installing a new 31.5-foot long aluminum box culvert with a 16'4" span and 5'11" rise. Key requirements include reconstructing the roadway, installing riprap, reconstructing the stream channel, installing grade control structures, and implementing a dewatering plan during construction. The culvert must be designed for HL-93 loading per AASHTO LRFD Bridge Design Specifications. The location is approximately 35 miles from Dubois, Idaho, accessed via Medicine Lodge Road and Forest Roads 199 and 192. Construction must follow FP-14 Standard Specifications for Federal Highway Projects and applicable Forest Service supplemental specifications.
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Text version
FOREST LOCATION MAP
PROJECT LOCATION MAP
TRAVEL DIRECTIONS: BEGIN IN DUBOIS, IDAHO. FOLLOW ID-22 WEST FOR 6.4 MILES TO MEDICINE
LODGE ROAD. TURN RIGHT ON MEDICINE LODGE ROAD AND FOLLOW FOR 28.3 MILES. CONTINUE WEST
ON COLE CANYON ROAD FOR 0.9 MILES. SLIGHT RIGHT ONTO FOREST ROAD 199 AND CONTINUE FOR
1.6 MILES. TURN LEFT ONTO FOREST ROAD 192 AND CONTINUE FOR 0.9 MILES TO THE DESTINATION.
LATTITUDE: 44.4134 LONGITUDE: -112.7376
SHEET OF
United States Department of Agriculture
Forest Service
NORTH FRITZ CREEK CULVERT REPLACEMENT
APPROVED:
FOREST ENGINEER DATE
IDAHO
CLARK COUNTY
R4 INTERMOUNTAIN REGION
CARIBOU-TARGHEE NATIONAL FOREST
DUBOIS DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
1 COVERSHEET 4/16/2024
2 SITE PLAN 4/17/2024
3 TYPICAL CULVERT DETAILS 4/17/2024
4 FOOTING DETAILS 4/17/2024
5 STREAM STRUCTURES 4/17/2024
6 EXAMPLE DEWATERING PLAN 4/17/2024
GENERAL INFORMATION AND SPECS
CONSTRUCTION
MATERIALS, CONSTRUCTION, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH
STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROAD AND BRIDGES ON FEDERAL
HIGHWAY PROJECTS, FP-14 U.S. CUSTOMARY UNITS AND APPLICABLE FOREST SERVICE
SUPPLEMENTAL SPECIFICATIONS.
DESIGN
THE STRUCTURE DESIGN SHALL BE PERFORMED BY THE CONTRACTOR TO THE GEOMETRY
SHOWN ON THESE DRAWINGS AND SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION
OF AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS AND THE DESIGN LOADS SHOWN ON THIS
DRAWING.
DESIGN LOADS: HL-93
PROJECT DESCRIPTION
· REMOVE AND DISPOSE OF EXISTING CULVERT.
· FURNISH AND INSTALL ALUMINUM BOX CULVERT.
· FURNISH AND INSTALL RIPRAP.
· RECONSTRUCT ROADWAY.
· RECONSTRUCT STREAM CHANNEL AND INSTALL GRADE CONTROL STRUCTURES.
E L E
V A
T I O
N
F
E E
T
OFFSET (FEET)
1+03.21
10000
10010
0 10 20 30 40 500-10-20-30-40-50-60-70-80-90-100
E L E
V A
T I O
N
F
E E
T
OFFSET (FEET)
0+77.69
10000
10010
0 10 20 30 40 500-10-20-30-40-50-60-70-80-90-100
EXISTING GROUND SURFACE
EXISTING ROAD SURFACE
NEW ROAD SURFACE.
ENSURE FILL OVER CULVERT MEETS MANUFACTURE REQUIREMENTS.
MINIMIZE FILL TO THE EXTENT POSSIBLE WHILE ENSURING 1.5FT OF COVER OVER CULVERT.
BLEND FILL INTO EXISTING ROAD SURFACE SMOOTHLY WITH NO HUMPS OR DIPS.
NEW BOX CULVERT.
EXISTING EDGE OF ROAD
APPROXIMATE EDGE OF CHANNEL
INSTALL NEW 31.5' LONG ALUMINUM BOX CULVERT.
REMOVE & DISPOSE
OF EXISTING CULVERT.
CONSTRUCT STREAM BANKS INSIDE CULVERT
TIE CONSTRUCTED BANKS INTO EXISTING CHANNEL UP TO
25' UPSTREAM AND DOWNSTREAM OF NEW BOX CULVERT.
FINAL EXTENTS AS STAKED BY COR.
EXCAVATE EXISTING ROAD FILL AS NECESSARY TO INSTALL
NEW BOX CULVERT. REPLACE FILL WITH SUITABLE MATERIAL
THAT MEETS CULVERT MANUFACTURER SPECIFICATIONS.
ROAD SURFACE IS NATURAL SOIL. SEE TYPICAL SECTION SHEET 3.
WINGWALL
CLASS 3 RIPRAP
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/7 /24
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INTERMOUNTAIN REGION
NORTH FRITZ
CREEK CULVERT
REPLACEMENT
CARIBOU-TARGHEE
NATIONAL FOREST
DUBOIS DISTRICT
SITE PLAN
04/17/2024
J. WHEELER
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ROAD PROFILE NO SCALE
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FLOW
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SITE PLAN NO SCALE
AutoCAD SHX Text INSTALL CRESCENT WEIRS IN LOCATIONS STAKED BY THE FOREST SERVICE. RECONSTRUCT STREAM CHANNEL TO TIE INTO EXISTING CHANNEL WITHIN 25 FEET OF INLET AND OUTLET.
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C
L
31.5 FT
FILL
5'-11" RISE
2'-6"
1 ' MIN
1'-6"
1'-6"
16'-4" SPAN
14 FT
1' MIN
4'
HEADWALL
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STAMPS, LOGOS, AND SEALS
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DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
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DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/7 /24
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INTERMOUNTAIN REGION
NORTH FRITZ
CREEK CULVERT
REPLACEMENT
CARIBOU-TARGHEE
NATIONAL FOREST
DUBOIS DISTRICT
TYPICAL CULVERT
DETAILS
04/17/2024
J. WHEELER
J. WHEELER
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FILL SECTION
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STREAMBED SIMULATION MATERIAL, BED CLASS 12
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CLASS 3 RIPRAP AT ABUTMENT FACES
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CULVERT SECTION
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NO SCALE
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TYPICAL ROAD SECTION
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NO SCALE
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PRECAST FOOTING
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6" CRUSHED AGGREGATE LEVELING COURSE
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LEVELING COURSE
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BOTTOM OF UPSTREAM FOOTING 2 FT BELOW EXISTING CULVERT UPSTREAM INVERT
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BOTTOM DOWNSTREAM FOOTING 2 FT BELOW EXISTING CULVERT DOWNSTREAM INVERT
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TOP OF ARCH
AutoCAD SHX Text INSTALL CRESCENT WEIRS IN LOCATIONS STAKED BY THE FOREST SERVICE. RECONSTRUCT STREAM CHANNEL TO TIE INTO EXISTING STREAM.
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STREAM PLAN AND TYPICAL RIPRAP PLACEMENT
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NO SCALE
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CLASS 3 RIPRAP
AutoCAD SHX Text FILL MUST MEET CULVERT DESIGN REQUIREMENTS. CULVERT SHALL BE DESIGNED FOR 1.5 OR LESS MINIMUM FILL.
AutoCAD SHX Text SUITABLE NATURAL SOIL SURFACE COURSE. BID OPTION 2 ADDS 6" AGGREGATE SURFACE COURSE.
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HEADWALL / WINGWALL
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HEADWALL / WINGWALL
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/7 /24
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INTERMOUNTAIN REGION
NORTH FRITZ
CREEK CULVERT
REPLACEMENT
CARIBOU-TARGHEE
NATIONAL FOREST
DUBOIS DISTRICT
FOOTING DETAILS
04/17/2024
J. WHEELER
J. WHEELER
X.XXX
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(7) #4 HORIZONTAL
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#5 HOOPS @ 18" O.C.
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FILL WITH NON-SHRINK GROUT TYP.
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(4) " x 6" HEADED CONCRETE 12" x 6" HEADED CONCRETEANCHORS @ 6" O.C. VERTICAL SPACING
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(4) " x 6" HEADED CONCRETE 12" x 6" HEADED CONCRETEANCHORS @ 6" O.C. VERTICAL SPACING
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(2)-L3X3 X " X 10" (TYP)38" X 10" (TYP)
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FACE OF FOOTING
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MECHANICAL SPLICE DETAIL
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NO SCALE
AutoCAD SHX Text MECHANICAL SPLICE, TYPICAL EACH SIDE OF FOOTING. SPLICE PLATE: 3" X " X 8"38" X 8"
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FOOTING DETAIL
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NO SCALE
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FOOTING DIMENSIONS
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NO SCALE
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PICTORIAL VIEW
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NO SCALE
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PLATE STRUCTURE
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/7 /24
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INTERMOUNTAIN REGION
NORTH FRITZ
CREEK CULVERT
REPLACEMENT
CARIBOU-TARGHEE
NATIONAL FOREST
DUBOIS DISTRICT
STREAM STRUCTURES
04/17/2024
TEMPLATE
X.XXX
5 6
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CUT OFF SILL
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FOOTER
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LOW FLOW
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FLOW
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FOOTER
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SECTION B-B
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EMBED 50%
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FLOW
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SECTION A-A
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CHANNEL ROCK
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FISH REST STOP ROCK
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FLOW
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FLOW
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PLAN VIEW OF ROCK CRESCENT WEIR
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POOL
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BANKFULL
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CROSS SECTION VIEW
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PROFILE VIEW
AutoCAD SHX Text NOTES: : 1) CONSTRUCT ROCK CRESCENT WEIR WITH CLASS 4 CHANNEL ROCK, AS PER FSSS 648, SIZED 14" TO 20" APPROXIMATE CUBIC DIMENSIONS. CONSTRUCT CRESCENT WEIR BY PLACING FOOTER ROCK IN A TRENCH EXCAVATED ALONG THE STREAM BOTTOM. CONSTRUCT ROCK CRESCENT WEIR WITH CLASS 4 CHANNEL ROCK, AS PER FSSS 648, SIZED 14" TO 20" APPROXIMATE CUBIC DIMENSIONS. CONSTRUCT CRESCENT WEIR BY PLACING FOOTER ROCK IN A TRENCH EXCAVATED ALONG THE STREAM BOTTOM. 2) THE LOCATION OF THE ROCK CRESCENT WEIRS AND BANDS WILL BE STAKED BY FOREST SERVICE. FOREST SERVICE WILL ESTABLISH FINISH ELEVATIONS OF INDIVIDUAL ROCKS AS THEY ARE PLACED THE LOCATION OF THE ROCK CRESCENT WEIRS AND BANDS WILL BE STAKED BY FOREST SERVICE. FOREST SERVICE WILL ESTABLISH FINISH ELEVATIONS OF INDIVIDUAL ROCKS AS THEY ARE PLACED 3) COMPACT BACKFILL AROUND ROCKS WITH EQUIPMENT BUCKET. COMPACT BACKFILL AROUND ROCKS WITH EQUIPMENT BUCKET. 4) SOME RESHAPING OF THE STREAM BED WILL BE REQUIRED AND IS INCIDENTAL TO ITEM 648. SOME RESHAPING OF THE STREAM BED WILL BE REQUIRED AND IS INCIDENTAL TO ITEM 648. 5) DISPOSE OF EXCESS MATERIAL PER SPECIFICATIONS.DISPOSE OF EXCESS MATERIAL PER SPECIFICATIONS.
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Elevation View
Straw Bales
Streambed
Geotextile
Mirafi 140N or equal
Stakes as Needed to secure bales in place and prevent flow under geotextile
Not to Scale
Geotextile-wrapped Straw Bale Dam
1.5
1.0
1/2D, 12 in. min.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/7 /24
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INTERMOUNTAIN REGION
NORTH FRITZ
CREEK CULVERT
REPLACEMENT
CARIBOU-TARGHEE
NATIONAL FOREST
DUBOIS DISTRICT
EXAMPLE DEWATERING
PLAN
04/17/2024
TEMPLATE
X.XXX
6 6
AutoCAD SHX Text Sump Pump At Depth Needed; To Be Used To Intercept Seepage From Bypass Dam
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AutoCAD SHX Text Bypass Pump, that has a Pumping Capacity Greater Than the Flow in the Stream, to be Used for Installing and Removing the Gravity Bypass Pipe and Dams.
AutoCAD SHX Text Remove Sediment from Pumped Water using Filtration (e.g. "siltbags"), Dispersion onto Landscape (e.g. using Perforated Pipe), settling basin and/or Addition of Flocculants. Modify as Needed to Meet Downstream Turbity Requirements.
AutoCAD SHX Text Construct Sandbag Backwater Dam if Needed to Prevent Water from Entering Work Area from Downstream
AutoCAD SHX Text Dowstream Flow (No Turbidity)
AutoCAD SHX Text Energy Dissipater As Needed To Prevent Turbidity (e.g. plastic sheet, stones)
AutoCAD SHX Text Bypass Discharge Location Staked by Contractor and approved by Engineer
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AutoCAD SHX Text Downstream Sump-Pump: Place in cutoff trench or sump at depth needed to dewater foundations
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NOT TO SCALE
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AutoCAD SHX Text Pump Streamflow as Needed to Construct Dam
AutoCAD SHX Text Bypass Pipe, Dia.= 24" Minimum
AutoCAD SHX Text Not to Scale
AutoCAD SHX Text Sandbag Bypass Dam
AutoCAD SHX Text Elevation View at Streambed Invert
AutoCAD SHX Text Sandbag Bypass Dam Height at Least 6" Above Top of Pipe
AutoCAD SHX Text Sandbag Bypass Dam (See Detail)
AutoCAD SHX Text Plan View TYPICAL DEWATERING & SEDIMENT CONTROL PLAN
AutoCAD SHX Text Streambed
AutoCAD SHX Text Upstream Sump-Pump: Place in Cutoff Trench or Sump at Depth Needed to Dewater foundations. Ditch Along Outside of Foundation as Needed to Dewater Foundations.
AutoCAD SHX Text EXAMPLE THIS PLAN SHOWN AS TYPICAL EXAMPLE OF DEWATERING. PLAN MAY VARY AS NEEDED AND IS SUBJECT TO APPROVAL BY CONTRACTING OFFICER.
AutoCAD SHX Text NOTE: When constructing stream diversion Contractor shall carefully remove sod and topsoil that lies along the diversion path and stockpile in a location approved by the Engineer. After removing the diversion structure and backfilling the trench, Contractor shall carefully replace this stockpiled material. Priority areas for replacement of vegetation are streambanks and floodplains. Construct temporary sediment erosion controls around temporary stockpiles and staging areas. Temporary controls may include silt fences, straw waddles or bales, erosion control matting or mulch.
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| Sheets and Views |
| FritzTopowHeadWall-Coversheet |
| OLE1 |
| FritzTopowHeadWall-SITE PLAN |
| OLE1 |
| FritzTopowHeadWall-TYPICAL CULVERT DETAILS |
| OLE1 |
| FritzTopowHeadWall-FOOTING DETAILS |
| OLE1 |
| FritzTopowHeadWall-STREAM STRUCTURES |
| OLE1 |
| FritzTopowHeadWall-EXAMPLE DEWATERING PLAN |
| OLE1 |
| 2024-05-07T12:45:40-0600 | |
| STEVEN JENKINS |
File details come from the government source that posted it. Updated .