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2021-06-14_REVISION - M2012032 (3)
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2021-06-14_REVISION - M2012032 (3)
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Entry Properties
Last modified
1/26/2025 6:33:30 AM
Creation date
6/15/2021 6:50:43 AM
Metadata
Fields
Template:
DRMS Permit Index
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
ACY
Media Type
D
Archive
No
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2 ,� 2D 21 <br /> N* Al/2 12'-0" 35'-5 9/16 20'-0' 33'-10 7/8" 11'-4" <br /> 6'-0 3/4" _ 18-1 1/2" 19'-O 19'-11 1/2" 20'- 1/2" <br /> 34'-4" <br /> ------- ------ ---- ----------------------------------------------- <br /> CRUSHER - -------- - ---------------- --- --- -- ----- ------------ ------- -- ----- --- - _ <br /> -_-- --- ------ -------- --------- -"------1- <br /> r __ --- , - - 3'-8 7/16" I - 1 <br /> - NEW CRUSHER 2 a <br /> A - - FOUNDATION 4 <br /> oo-FF-1o2 - - NEW CONVEY R SUPPORT <br /> __ I JNDATIONS <br /> � A•1 6, - a TYPICALLEG R280 OCATIONS <br /> V a•— o, 3 <br /> g-o, Z M 5-6, 5'-10" - 4e3 <br /> 'Fn I n <br /> 12'-1 1 4" —--- ------------- <br /> 3'-0 3 4" 14'--0 14'-0" 20'-2 7 16" 10' 0" to-0------ ---I. <br /> - a <br /> z <br /> -- <br /> __ <br /> ------- I - <br /> F <br /> -E El U <br /> 0 <br /> q4 <br /> B 1 _ I a <br /> m M <br /> I O <br /> W STAIR STRINGER W 'SUPPORT ANGLES 4'-0" I - <br /> °' -H WILL REQUIRE --- - -- <br /> ,NEW GROUT PADS J�j -- _- <br /> M <br /> rn WITH ADHESIVE - - __- - - --------- Z <br /> '�ANCHOR -SEE �'1 1_. 1^ __-_------ ------ _ o <br /> '�200-SS-103 -------------- ---------------------------- ---- ---- -- -------- ------------- ------------ -------- ---- <br /> -- - - ------- ----1---------- ---------- -- - -- ----------- ---- -- -- -- -- <br /> N <br /> W <br /> NEW PIERS FOR --��{}-��i 1" EXISTING CRUSHER FRAME FOUNDATION (KEEP) NEW PLATFORM COLUMN PIER N <br /> 4-h <br /> PLATFORM COLUMNS 4' '� REFERENCE NEW COLUMN LINES FROM ATYPICAL 8 LOCATIONS <br /> TYPICAL 4 LOCATIONS 4 �I�I--� EXISTING FOUNDATION LOCATION 14'-0" 14'-0" <br /> -1oz <br /> EXISTING CRUSHER FRAME 00-FF-102 <br /> 3'-0" x 4'-0' 2'-g"2'-9" FOUNDATION (DEMO) <br /> STAIR LANDING NEW BRIDGE CRANE COLUMN PIER NEW PLATFORM COLUMN PIER <br /> PAD (AS REQD) `a TYP L 18 LOCATIONS 1TYPICAL 12 LOCATIONS - <br /> 0 <br /> V=0 <br /> .-FF-102 EXISTING TUNNEL li -102 <br /> BOUNDARY CONVEYOR ', -102 Q <br /> APPROXIMATE 4 <br /> 240- -10 <br /> I � 3, <br /> i�i 1,—a, 3 <br /> 1' 2 16'-4 F*REF 200-F-'Cl <br /> z tREF ?'-3 3/8" i ��= _. a <br /> o , I 3 <br /> D c _ - <br /> 1 <br /> CI <br /> 0 <br /> Lp <br /> /5 O 12• 4'-0, x 4'-0 <br /> TYP. STAIR LANDING H.P. CONCRETE <br /> a NEW PAN FEEDER SUPPORT 5 PAD (AS REQ'D) EL. 10658'-11" <br /> i II CL��JJ LEG PIER FOUNDATIONS W-102 <br /> TYPICAL 8 LOCATIONS 3 <br /> ,o - LP. CONCRETE ` SIME -102 <br /> _ .pit CONSTRUCTION <br /> I 4+.-a. EL 10fi5T-2 1/2' JOINTS <br /> ,: <br /> 8 ..:�` ,••, "\4'-0" H.P. CONCRETE <br /> ^i EL 10646'-g' DO LICE <br /> $ b (O WALL PERIMETER)NEW �o;••Q,TR(j <br /> a `I FOUNDATION 1 PLAN: 200 AREA FOUNDATION KEY PLAN 2c <br /> le 8\ T.O.C. EL VARIES 1916 a <br /> o o NEW PLATFORM COLUMN PIER 9::�}C.[I�TZ4•atE <br /> TYPICAL 6 LOCATIONS 00-FF-102 pF.•• <br /> 3-4" x 4-0" gs,. •G�@ <br /> o m STAIR LANDING ONALEII <br /> 00-FF-102 5 PAD (AS REQ'D) F ak 10�3�(21 <br /> (`=00E --FF-102 }e <br /> z Y V <br /> 1. SEE STANDARD NOTES AND DETAILS ON 100-SS-100 THRU 100-SS-102 <br /> 9� 2. NO BENCHMARKS ARE PROVIDED ON THIS DRAWING. CARE SHOULD BE TAKEN <br /> a WHEN LAYING OUT LOCATIONS OF FOOTINGS. THIS IS PARTICULARLY TRUE <br /> FOR THE BRIDGE CRANE COLUMNS WHICH WERE LOCATED USING THE OURAY ISSUED FOR CONSTRUCTIO <br /> LIDAR SURVEY TO AVOID HITTING EXISTING WALLS. <br /> r r —— Scale BARR PROJECT No. <br /> CLIENT — 28/17 1/25/20 2/18/28 — Project Office: AS SHOWN PROCESS PLANT UPGRADES <br /> BID — — —/2s/v — ——— BARR ENGINEERING CO. oat° 3/14/17 06 4.6-1001.04 <br /> CONSTRUCTION -- -/25/1,125/20 2/18/LIa 170 SOUTH MAIN STREET orawa JWM OURAY SILVER MINES, INC. REVENUE VIRGINIUS MINE CLIENT PROJECT No. <br /> 2 JGT JGT JGT 12 18 20 MODIFY DIMENSION FROM 2-4 TO 2'-2- - —— — — — —BAR SUITE 500 checked <br /> 1 SW JGT JGT 11 25 20 ISSUED FOR CONSTRUCTION — — — — SALT LAKE CITY, Ui 84101 JGT OURAY, C.OLORADO 200 AREA FOUNDATION <br /> 0 JWM JGT JGT 4 28 17 ISSUED FOR CONSTRUCTION - RELEASED A B C 0 1 2 3 Mimieaappoleis,Headquarters: <br /> i^newta' Fax:1(952)832-2 0 Designed JyyM DWG. No. REV. No. <br /> • NO. BY HK APP DATE REVISION DESCRIPTION TO/FOR DATE RELEASED Ph: 1-800-632-2277 —.bam.com App—.d JGT KEY PLAN 200—FF-100 2 <br />
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