B.08 7N23R0007 TDA Lamprey Amendment 3 Sheet SL201.pdf

PDF 232 KB Posted

Attached to
TDA Fish Accords Lamprey The Dalles
Solicitation number
W9127N23R0007
Issued by

About this file

This engineering drawing package provides design details for modifications to the existing lifting beam extension arms at the east and west fishway entrances of the The Dalles Lock and Dam. The work includes installing new blocking plates on the extension arms, with dimensions, materials, fasteners, and installation requirements specified. Amendment 3 revises the scope to repair the existing lifting beam extension arms in addition to the blocking plate modifications. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Portland for the TDA Fish Accords Lamprey Project at the Dalles Dam.

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B.08 7N23R0007 TDA Lamprey Amendment 4 Sheet M 001.pdf PDF
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B.08 7N23R0007 TDA Lamprey Amendment 4 Approximate 250 MCM ground conductor routing.pdf PDF
B.08 7N23R0007 TDA Lamprey Amendment 4 Sheet MF 101.pdf PDF
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B.08 7N23R0007 TDA Lamprey Amendment 4 250 MCM Ground Conductor.jpg JPG image
B.08 7N23R0007 TDA Lamprey Amendment 3 Sheet SL202.pdf PDF
B.08 7N23R0007 TDA Lamprey Amendment 3 Specification 22 00 00.00 25.pdf PDF
B.08 7N23R0007 TDA Lamprey Amendment 3.pdf PDF
B.08 7N23R0007 TDA Lamprey Amendment 3 Specification 35 79 13.04 25.pdf PDF
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Text version

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EXTENSION ARM

EXIST. LIFTING BEAM

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" TOP AND BOTTOM OF PLATE (TYP)4

AT 6.5" O.C. (TYP)

WITH LOCK NUT, SPACED

SLOTTED HEAD SCREWS,

STEEL, COUNTERSUNK

" THICK A572 PLATE16

LOCKING COMPOUND (TYP)

INSERT AND COUPLED THREAD

AND (1) HEX NUT, AND NYLON-

FLAT WASHER, (1) LOCK WASHER,

WASHER-HEAD BOLT, WITH (1)

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DDF 9-3-4/5)

(SEE REFERENCE DRAWINGS

EXISTING CLEVIS CLAMP BARS

FOR DETAIL, TYP)

(SEE SHEET S-502

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IDENTIFICATION

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NOTES:

(6) REQ'D OPPOSITE HAND

(6) REQ'D AS SHOWN

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TYP

BE GROUND SMOOTH.

ALL EDGES ON PLATE AND ATTACHMENT MEASURE MUST8)

TO CONTACT THE CONCRETE SLOTS.

CONTRACTOR TO ENSURE ONLY THE EPDM SEALS ARE 7)

EAST AND WEST EXTENSION ARMS.

SEE INFORMATIONAL DRAWINGS DDF-9-3-4/4 FOR EXISTING 6)

PER PLATE.

ESTIMATED WEIGHT OF COVER PLATE IS 300 POUNDS5)

CONDITIONS.

CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND4)

AND SPECIFICATIONS.

SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES3)

SEE SHEET G-004 FOR GENERAL NOTES AND SYMBOLS.2)

SEE SHEET G-001 AND G-002 FOR DRAWING INDEX.1)

SIDES

TYP BOTH

SCALE: 3" = 1'-0"

DETAIL - WEIR SLOT BLOCKING PLATE

A

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SCALE: 1" = 1'-0"

SECTION

S-502

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S-101

SCALE: 1" = 1'-0"

EAST AND WEST WEIR EXTENSION ARM MODIFICATION

g2encajw Rectangle g2encajw Callout Amendment 3: Revised requirement to repair existing lifting beam extension arms.

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