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2014-01-21_REVISION - M1999058 (9)
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2014-01-21_REVISION - M1999058 (9)
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Last modified
6/16/2021 6:12:58 PM
Creation date
1/29/2014 3:19:56 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999058
IBM Index Class Name
Revision
Doc Date
1/21/2014
Doc Name
Technical revision 03
From
Lewicki and Assoc
To
DRMS
Type & Sequence
TR3
Email Name
DMC
Media Type
D
Archive
No
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Cotoado DVWhW t of Naaand RaawAm <br />Divines a(biai.a, Baebmedeo, sad Sa6►y <br />Itacdve Nina RaelaaraBaa Proaem <br />Section 16 <br />WIRE ROPE NETTING CLOSURE <br />16.1 DESCRIPTION <br />This work :ball consist of nwalling a wire rope netting clown within an adit or over a shaft or scope, <br />including clearing and grubbing, excavation of loose material, trimming of the edit or shaft. furnishing <br />and securing the cable netting, project signage, mommentation, erosion control and revegotation of <br />disturbed arcs in accordance with these specifications and Standard Drawing Nos 6 and 13. <br />161 RELATED WORK <br />Section 20 — Revegetation <br />Section 21— Project Sign <br />Section 22 — Erosion Control <br />163 REFERENCE DOCUMENTS <br />Standard Drawing No. 6 Sheet 1. <br />Standard Drawing No. 13. <br />ASTM C150 — Standard Specification for Portland Cement. <br />ASTM C387 — Standard Specification for Packaged, Dry, Combined Materials for Mortar and Concrew <br />ASTM D2104 — Standard Specification for Polyethylene (PE) Plastic Pipe, Schodule 40. <br />16A MATERIALS <br />stall consist of single length of 1/4 ", 7 x 7 -14 preformed galvanised aircraft cable, 7,000 <br />pounds tensile streng* <br />meted cable clamor shall be brass, stainless or non - corrosive metal, and swaged to the cable in the net <br />t�p� � sleeve clamps or gahvanned/plated steel wire rope clamps will be used in <br />creating Rock shall be egnnsion -type with a miniawn pullout strragth of 2,000 pound at an embedment <br />depth of 4.5 inches The sachor bolts shall be Hild Heavy Duty Expansion Anchor, Kwik bolt or <br />equivalent eye -type anchor bolt. <br />Anchor Bars shall be Number 6 (3/4") rebar in accordance with ASTM A 615, grade 60, anchored a <br />minimum depth of 8 inches (8') into competent rock with Maly Pacabond capsule or equivalent, or as <br />iaterference fit in drilled holes in solid rock. <br />Sdr»090t shall be Type II Portland cement, ocnforming to ASTM C -150, unless otherwise approved by <br />PROJECT MANAGER. <br />N= shall be potable. <br />164 EXECUTION <br />16.5.1 Fabrication <br />The 114" shvraft able shall be woven in a grid with six inch (61) openings, unless a hat accessible <br />opening is specified, in which use, 6" x 24" metal framed opt will be required to allow bats to pass <br />thmugh the net. At all points of steel able intersections, swaged crag cable clamps shall be placed to <br />hold the sled cables in position. After threading through the eyes of the archon puns, these clamps will be <br />Gourat Bid Speditdiaoa—Memb 2009 Per 161 <br />Standard weak Spoodweaaoa <br />Yule Quarry January 2014 51 <br />
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