Attachment 7 - CD-03.pdf

2 MB Posted

Attached to
Crane Lake Dam Rehabilitation
Solicitation number
12445526Q0047
Issued by

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Written by GovTribe AI ·

This is a construction details drawing for the Crane Lake Dam Rehabilitation project located in the Mark Twain National Forest, Potosi-Fredericktown Ranger District, prepared by the United States Department of Agriculture Forest Service Eastern Region.

The drawing provides technical specifications for two critical construction details: a typical anchor trench and a batten bar detail. The anchor trench design includes a round-edged trench with 1.5-foot minimum dimensions, backfill with 4000 psi concrete or non-erodible compacted soil, and HydroTurf CS geosynthetic lining material. The batten bar detail specifies installation of a 4" x 2" stainless steel batten bar with 3/8" x 31" stainless steel anchor bolts, 2" x 2" closed cell neoprene sponge (SC42-M), neoprene adhesive, and caulking. The drawing notes specify that HydroTurf CS material must achieve intimate contact with trench walls and bottoms with all wrinkles and imperfections removed, that the geosynthetic must terminate at a minimum of 3/4 of the trench bottom width, and that anchor trenches in rock may require dental treatment per Supplemental Specifications Section 628. Spacing requirements for stainless steel nuts and washers are referenced in Supplemental Specifications Section 603, and adequate energy dissipation and erosion control measures are required at downstream terminations per the Engineer of Record.

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Other files

File Type Posted
Attachment 3 - Supplemental Specifications.pdf PDF
Attachment 6 - HTCS OTHR01 25324 Spillway Plan Profile Section.pdf PDF
Attachment 1 - Schedule of IItems.pdf PDF
12445526Q0047 Amendment 0001 - Changes-Extension.pdf PDF
Attachment 10 - Q and As.pdf PDF
Attachment 9 - HTCS TM01 25324 Typical Anchor Trench.pdf PDF
Attachment 8 - HTCS TM02 25324 Batten Bar.pdf PDF
Crane Lake PreBid Sign In Sheet.pdf PDF
Attachment 5 - Wage Determination.pdf PDF
12445526Q0047 - Crane Lake Dam Rehab.pdf PDF
Attachment 2 - Crane Final Plans 7-29-25.pdf PDF
Attachment 4 - Submittal Requirements.pdf PDF
Attachment 1 - Schedule of IItems.pdf PDF
Attachment 3 - Supplemental Specifications 10-22-25.pdf PDF
Show all 14

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Text version

The file's text, extracted by GovTribe without its formatting.

1.5'

1.5'

CAULKING

14" x 2" STAINLESS STEEL BATTEN BAR

12" x 2" CLOSED CELL

NEOPRENE SPONGE

SC42-M

SS NUT

AND WASHER

SPACING PER

SUPPLEMENTAL

SPECIFICATIONS

SECTION 603

STAINLESS STEEL ANCHOR BOLT

8" x 3

1"

NEOPRENE ADHESIVE

HYDROBINDER INFILL

â â

HYDROTURF CS

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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EASTERN REGION

CRANE LAKE

DAM

REHABILITATION

MARK TWAIN NATIONAL

FOREST

POTOSI-FREDERICKTOWN

RANGER DISTRICT

CONSTRUCTION DETAILS

RKC

RKC

JD

TYPICAL ANCHOR TRENCH BATTEN BAR DETAIL

ANCHOR TRENCHES IN ROCK MAY REQUIRE

DENTAL TREATMENT SEE SUPPLEMENTAL

SPECIFICATIONS SECTION 628.

File details come from the government source that posted it. Updated .