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2020-02-20_REVISION - M1977493
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2020-02-20_REVISION - M1977493
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Entry Properties
Last modified
12/27/2024 5:28:23 PM
Creation date
2/20/2020 3:05:50 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977493
IBM Index Class Name
Revision
Doc Date
2/20/2020
Doc Name
Request for Technical Revision
From
Climax Molybdenum
To
DRMS
Type & Sequence
TR31
Email Name
DMC
THM
Media Type
D
Archive
No
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i <br /> 0 <br /> AL=Com <br /> Z <br /> a <br /> PROJECT <br /> PHASE II VERTICAL <br /> Stable Back Slope INTAKE STRUCTURE <br /> Wire Rope Anchor ' <br /> Wire Rope Tether <br /> Anchor Shackle <br /> �;y' . .�. :.• CLIENT <br /> Support Cables :. <br /> 3 Rows Spenax Rings ^ ,; ;,;: �: ;_ ,- ClimaxMolybdenum <br /> T �'': { y `• +`:t ti A Freeport-McMoRan Company <br /> 4 ' <br /> �•w A �'f?•tCi r'•:�•'►S aL",.3LL"'ti;� r•f"'• •'ai;w�••tit <br /> c '-.i`." .. .r?'��v�s�g\:irt:;r't7;w"'.':.%7�%•{:•r ' � 'tf • CONSULTANT <br /> o t,t aom <br /> 804 COLORADO AVE. <br /> = v1•<„ w„•:•►;-eSr �. ?y�:Y;a`'r+ar;ti�.�,�y+•�:ti.:+Jwt Suite 201 <br /> y• •.+, a.1•M"L a •�•v tea•r••K•'i'y GLENWOOD SPRINGS,CO.81601 <br /> Break In Slope }2i. r� �r ��4;�� :Sf•rwt�"` *fx:;to.4}�"f'� <br /> J.. w A f/=• •� 1 .�• •9• f �,•a it }i W .aecom.com <br /> a ••.�...!':wa:�.`•" ..•a. -.,•.?:C S• aa•!.,,.t.wS��* w •tf;"j .t,` �.Js,•h:1:,K. <br /> .•._ �` ''...:�.:;i•d. s Y�Y;'�A'• +.^?a''.s' •:�•:a'.:i�ww L tij.•�t:i'-•�� ���....• 7l:'i <br /> a• r +• , CONSULTANTS <br /> Mesh L «...?tr:-: ., -�%-� t,..• ,:�• ,z. .•:��- <br /> Rockfall Netting Panel 7c }_ = .]:?,?o a -»�� +w �s.*." <br /> a r.;• <br /> •-y wA•t»�^r •y,=ti ,IY�.Z... `.'y. .:eav!•�T�..:;r� �w+r. �. ti;�, <br /> (Double Twist Wire Mesh)—�+ :';?�,t�ri:.•R; :�'��i w; 1�' a y�w.'yr�t��:t' ~ r...1.i•ir�':'�r� <br /> ••!r•,i t. a:Ld r'a .t f w� a"'4t .,�« <br /> 5 i�;�4tiat..w. <br /> t °•�.:ti•a�.•e�•.'6'i•�ay w s�6�•'���^r,��_:.Lr.�'e:�w l4'S'jyf`V:.Nti,�t�.,�.71� <br /> t/�•r:i Y. '.:•i\♦C"A.'.���.�•.a Key=•Ltl vim}". : 't .,y. <br /> •^4 t, ! yfr�C:t Z:— fh'n►��a[• k: .a•=ti•:"{..wa. <br /> `�g•.nrµa .yet-':•! .. .�"',w. <br /> .a �•3'h:• �. i' ;s�"f.•�ti Via:.:•::�'. .� <br /> •;`'?rT .• t si pi•s"�.'F'.�' {w.�•A!•s f y rti1•�y •4.` <br /> a_•,y, "a:^�.r\•}w•-!+.:frw is Y._..r.a.."i'rit�' ..... <br /> Section A-A�Top of Slope <br /> Figure 3:Typical details at top of slope <br /> o REGISTRATION <br /> w <br /> U <br /> U <br /> Q <br /> MECHANICAL: Using a <br /> �.00,t icE <br /> pneumatic or hand power <br /> tool,employing 2 in 3/4 in <br /> N galvanized "C"shapedW-9 (5omm) (20mm) 5fasteners. Forcontinuityand strength,the1.) Spenax Fastener 0=2in(50mm)open and 3/4in <br /> Maximum spacing is 4 (20 mm)closed. <br /> inches(150mm) 2.) Spenax Fastener has 170 Kg/mm2 Breaking Load <br /> w 3.) Spenax Fastener Wire 0=0.120in(3.00mm), ISSUE/REVISION <br /> w <br /> Nominal 11 Gauge Wire Fastener <br /> 0 <br /> Detail H.4-Rockfall Netting Lacing/Wire Fastener Detall HA -Spenax Fastener R DATE DESCRIPTION <br /> N c3i KEY PLAN <br /> a Figure 4:Mesh panel connection details. <br /> L:N <br /> O) <br /> a< <br /> �V <br /> I <br /> N N <br /> N O. <br /> 4 <br /> PROJECT NUMBER <br /> R� <br /> 60591226 <br /> U U SHEET TITLE <br /> W <br /> r VERTICAL INTAKE TOWER <br /> MACCAFERRI ROCKFILL NETTING <br /> 9 DETAILS(4 OF 4) <br /> 'm E <br /> SHEET <br /> J L <br /> C-10 <br /> on %PONConcvrer <br /> erytlM Corer)Paper <br />
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