MN ERFO FS SPERI909 2022-1(1)_Plan S02_Revised.pdf

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Kimball Creek Culvert Replacement FR-304
Solicitation number
12445526R0001
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About this file

This is a Federal Highway Administration (FHA) standard design specification for temporary diversion channels used during road construction projects on federal lands. The document, designated Standard 157-SA, provides technical guidance for constructing temporary stream diversions to redirect water flow around active construction areas.

The specification presents two primary diversion channel designs: plastic-lined and riprap-lined configurations. Both designs require a minimum channel grade of 0.5 percent and must be constructed based on peak flow data specific to each project. The contractor is responsible for designing the temporary diversion and submitting the plan to the Forest Service for review and concept approval prior to construction. Key construction requirements include using either plastic liner or riprap along the entire channel length and width, burying the upstream edge of liners a minimum of 6 inches deep and securing with riprap or sandbags, avoiding longitudinal joints in plastic liners, installing geotextile filter conforming to specified standards, and using temporary culvert pipes to divert the stream channel during construction. The document includes a table of adjusted peak flows ranging from 140.25 cubic feet per second for a 2-year event to 1,267.50 cubic feet per second for a 500-year event, enabling contractors to design channels appropriate for anticipated water volumes. Temporary culvert backfill must be compacted using approved methods, and sandbags must be positioned to prevent backflow into the natural channel.

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FR304 SOI.pdf PDF
Location Map.jpeg JPEG file
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Text version

Flow

Use sandbags to construct temporary barrier w

SECTION A-A

Plastic liner

Silt fence (typ.

when scheduled) w

B

Bury plastic liner 6" deep and secure with sandbags (typ.)

SECTION B-B

PROJECT

MN ERFO FS SPERI909 2022-1(1)

NOTES:

1. The temporary diversion details provided are proposed details. The contractor shall design the temporary diversion based on peak flow data provided in the table below. The temporary diversion plan shall be submitted to the Forest Service for review and concept approval.

2. Use plastic liner or riprap along the entire length and width of the temporary diversion channel.

3. Construct channel at a minimum grade of 0.5 percent.

4. Do not construct with longitudinal joints if using a plastic liner. Bury the upstream edge of the liner a minimum of 6" deep and secure with riprap or sandbags.

5. Use pipe to divert the stream channel during construction.

Refer to Section 157. Compact temporary culvert backfill using one of the methods listed in Subsection 204.11(a).

6. Provide geotextile filter conforming to Subsection 714.0l(a).

SHEET

NUMBER

PLASTIC LINED DIVERSION CHANNEL

See Note 5 X I 1x

I I

X I

I xi ..______ ----.___ I

'x l

Silt fence (typ. � \ when scheduled) ____/' '� �

Temporary diversion pipe

Permanent culvert

Roadway centerline

---- � Earthwork limits

Permanent natural channel

Riprap lining

Use sandbags to prevent backf/ow into natural channel

PLAN

DIVERSION CHANNEL

w

SECTION A-A

Silt fence (typ.

when scheduled)

Sandbags

Geotextile filter Riprap lining

SECTION 8-B

RIPRAP LINED DIVERSION CHANNEL

Subgrade Temporary culvert backfill

- -- - _j.

..... ��-;--;- way

: -:-:- ..... - ent

Roaitwa · I I -:-:- · · · · · : y //

T&Vll!W<J IR-mt-.W/mfl !:·S'<l! A WI AW !�II A\ '<Tl R017 /I. \'<I !X-:.'vln:0::<:

Natural ground

SECTION B-B

TEMPORARY CULVERT

NO SCALE

Geotextile filter

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

FLH STANDARD

TEMPORARY DIVERSION

CHANNELS

STANDARD

157-SA

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