2021-06-14_REVISION - M2012032 ‎(3)‎

• Permit No: M2012032
• IBM Index Class Name: REVISION
• Doc Date: 6/14/2021
• Doc Name: Decision Date Extension Request
• From: Ouray Silver Mines, Inc.
• To: DRMS
• Type & Sequence: TR12
• Email Name: LJW
• Email Name: ACY
• Media Type: D
• Archive: No

EMBEDDED I'L's FOR
PLUG WELDING LINERS
.SEE CALLOUT ON DWG
200-FF-101 3 1 N.T.S.
6'-2 1/2" 3'-9-9 1/2"" OPP HD
Q1 tANCHORS
CK ANCHORS - FOR ROCK
EXTENDING INTO
TION 1, EXTEND #7 ROCK Q
HORS 4'-0" INTO SECTION 1 1
PROVDE #7 BAR BETWEEN
H ROCK ANCHOR WITH 3'-4" V-1 1/2" 4'-B"
SPLICES EACH END
a 4'-8• 1'-1 1/2" SLOPED TO ry1
770 MATCH GRIZZLY
so
SLOPED TO
�Q. MATCH GRIZZLY z
h� A� e • STD HOOK STD HOOK
cv
7
•` • o, / ROCK ANCHOR,
ROCK ANCHOR, `� SEE
EE
200—FF-101 '��' 0" y 200—FF-101
• o o G a o
I I pr. OPTIONAL MECH I
• ;o- 4'-$" rc 1P \ 'O n SPLICE ON ROCK
t�, • j1 OPTIONAL MECH a �' n 'V ;1` ANCHORS, TYP a
�' • w o o0 SPLICE ON ROCK fit^ 1D�710 "1 4'-8" °D
p y • o ANCHORS, TYP _ _ _ o
a O • to F n ___ __
I of m I
0. 0" Z \ J
HEAVY HEX NUT - N ROCK ANCHOR, �� a. 0"y ROCK ANCHOR,
• SPOIL THREAD 216
AT EAST LOCATION OF SEE o o� o S o SEE
a < 200-FF-101 25.23' / 17. 8' ^ 200-FF-101
• SECTION 1, PROVIDE(2)0 • 1'-0" poG <v �.
3/4"4 F1554 GR 36 CAST IN C7�
1-0"
PLACE ANCHORS AT 3"GA
• o FOR S6 MONORAIL BEAM
I
an STD HOOK 1 I STD HOOK
a as B.O.C. EL 10668 $" • • • • • • • • a0 a0 1 • • m
B EL 10668-8
2 it 2 B.O.C. EL 1066 .O.C.
$'—$' N N 3 j
a� #$012" EA. WAY - ROVI E LAP \ \ -4" #$012" WAY PROVIDE LAP
r SPLICES AS REQ'D (3'-10" FOR
3-4' o o SPLICES AS REQ'D 3'-10" FOR
o BARS WITH 12' OR MORE OF 4'-2 1/4" BARS WITH 12" OR MORE OF
8 ® 12' O.C. TYP. - NORTH- LINER PL,
# CONCRETE BELOW BAR, 2'-11" FOR
SOUTH BARS TO BE 11'-6" LONG CONCRETE BELOW BAR, TE BELOW)
FOR REF EMBEDDED ING FOR
7�-0" 1-0" LESS THAN 12" CONCRETE BELOW) PLUG WELDING LINERS Q1 LESS THAN 12" CONCRETE BELOW)
0 5'-4 3/4" SEE CALLOUT ON DWG. LINER PL, - EXTEND EAST-WEST BARS 2'-11"
2'-5" EAST 4'-0" EAST - EXTEND EAST-WEST BARS 2'-11' REF
INTO CONCRETE FOR DETAIL 1 200-FF-101 INTO CONCRETE FOR DETAIL 1
0 3'-7" WEST 2'-10" WEST 2'-10"
1"AR �1
i o R
LINERS 10'-2" N.T.S. 10'-0" OPP HD
- 0
1 DETAIL: 2 DETAIL: 3 DETAIL
200-FF-10 1/2"=1'-O" 200-FF-10 1/2'=1' 0D 200-FF-10 1/2"=1'-0"
TYP. (2) PLACES
o, o (1) AS SHOWN
3 (1) OPP. HAND
c
o E
I
~I
1
N o NOTES:
g t 1.min
NDARD NOTES AND DETAILS ON 100—SS-100 THRU O—SS-102
ma
g m 2. S OF CONCRETE DETAILS 1, 2, AND 3 MAY BE MODIFIED UP
" IF NECESSARY TO WORK WITH REBAR, EMBEDDED PLATE, AND
E PLATE FABRICATIONS.
Q 3. L MECHANICAL SPLICE/ COUPLER TO BE A TYPE 2 MECHANICAL
Y %
.
O Y
4. ETAILS i, 2, AND 3 ON THIS SHEEP WITH SURVEYED ROCK
9 TRY SHOWN ON DRAWING 200—FF-104.5. LICES SHOWN IN DETAILS 2& 3 MAY BE NON—CONTACT LAPS WHERE BAR SPACINGS AND ANCHOR SPACINGS DO NOTSPOND.
1 S IICTIO
s
s
CLIENT 2817 2021 1221 prof Offia°, Date
AS SHOWN PROCESS PLANT UPGRADES BARR PROJECT No.
BID — — — 2a 11 20 z1 12 z1—_— BARR ENGINEERING CO. Date 4/7/17 06 46-1001.04
CONSTRUCTION 2817 2D 21 ,221 BARB 170 SOUTH MAIN STREET Draen JwM OURAY SILVER MINES, INC. REVENUE VIRGINIUS MINE CLIENT PROJECT No.
W 2 JGT JGT JGT 3 12 21 UPDATE CONC. ELEVATIONS PER RFI RESPONSE MODIFY NOTE 2 ADD NOTES 3-5 — — — — —— SUTTE 500
s 1 JGT JGT JGT 1 20 21 REVISED DUMP POCKET DIMENSIONS TO MATCH GA DRAWINGS — — — checked OURAY, COLORADO
� SALT LAKE CITY. LIT$a1o1 JGT 200 AREA FOUNDATION
o O JWM JGT JGT 4 28 17 ISSUED FOR CONSTRUCTION A B C. 0 1 2 3 Corporate Headquarters: Ph: 1-SM-632-2277 Designed JwM DWG. No. REV. No.
S RELEASED Minneapolis,Minnesota Fax:[phone]
NO. BY HIK APP DATE REVISION DESCRIPTION TO/FOR DATE RELEASED Ph: 1-eDD-632-2277 www.ba r.mm APp o ed JGT DUMP POCKET DETAILS 200—FF-103 2