Drawings_041-050_TruckeeCanal_Set4_11x17.pdf
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- Attached to
- Truckee Canal - Lining and Check Structures Federal contract opportunity
- Solicitation number
- 140R2022B0002
About this file
This document provides details on a federal contract opportunity from the Department of the Interior Bureau of Reclamation to line a section of the Truckee Canal with concrete over a geomembrane barrier and repair/replace two check structures, as well as general repairs to the site and supporting structures. The solicitation number is 140R2022B0002 for the project named "Truckee Canal - Lining and Check Structures". The opportunity type is a solicitation to line approximately 3.5 miles of the Truckee Canal with concrete over a geomembrane barrier and repair or replace two check structures. Bidders should reference drawings in the related file for additional details on the scope of work.
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Text version
Flap seal
Centering guide or roller
CL. Gate strut
Seal clamp bar
Skinplate
Horizontal beam
Improved concrete surface for sealing and bearing.
See specifications and drawing 29-D-60169 for requirements
60171
Drain holes
0" 8"4"2"
Wire rope lug (wire rope not shown)
J-bulb (or other) seal
Compression specified by gate designer
Through bolt
Seal clamp bar
Horizontal beam
Invert of concrete El. 2988.6
Improved concrete surface for sealing bearing. See specifications and draw 29-D-60169 requirements
0' 6"4"2"
60171
Radial gate pin
Bushing
CL. Radial gate strut and Pedestal Anchor
Pin retainer bar
Pedestal Anchor.
See part detail
New corbel
Existing pier
Grout
10" Embedment depth
6"
Trim to extend 1" to 2" past nut or nuts. Verify gate arms do not contact anchors when gate is fully raised. Reestablish threads after cutting in shop.
Pin pedestal
60171
Weld access and drain holes
0" 8"4"2"
Pin seal
3" ±1" (Grout pad)
51 2"
1'-6"
8"
Threaded anchors, ASTM F1554, Grade 36 1"-8UNC-2Ax18" long, each with one heavy hex nut, ASTM A563, Grade A, one jam nut
PEDESTAL ANCHORAGE
SIX REQUIRED
STRUCTURAL STEEL, ASTM A36 OR A572
TUBING, STEEL, ASTM A500
THREADED HEADED ANCHOR, ASTM F1554, GRADE 36
HEX NUTS, ASTM A563, GRADE A
Symmetric about CLs. 4"x7" Rectangular hole, centered in both plates
Drill 1" dia. holes through, in both Pl.
Slightly enlarge holes as necessary for anchors
1" Chamfer
Rectangular washers, 38" min.
plate or bar, fabricate for fit with pin pedestal
Heavy hex nut and washer
Symmetrical about CL.
Do not weld anchors to top plate
Embed plate face flush with corbel face
Trim at final installation.
43 4"
10"
4"
1. Pedestal Anchors are Reclamation designed and are to be fabricated and installed as shown.
NOTES
90°90
3 4"
Pl. 38"
HSS 3x2.5x1 4 tubing cut in half
Cut top Pl. 38 only to suit half tube. Do not cut bottom Pl.
2 Spaces at 3" 6"
4"
2"
TACK WELD IN
TWO PLACES
Jam hex nut and washer
0" 8"4"2"
Jam nut
INT. AND
EXT. TUBE
2" Dia. holes through
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GATE DETAILS
DENVER, CO
29-D-60172
2022-02-17
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
K Converse
K Converse
J MENA
McCann, Alan M P.E.
Mechanical Engineer
Stephen, Ryan D P.E.
Mechanical Engineer
Re le as ed
Specifications No. 20-C0911
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