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© 4 3 - 6'-2 1/2 3-11 1/2" <br /> N <br /> 1 2' 16'-4' 3 69-10" INS. CONC. <br /> I <br /> 17' 0 cl <br /> - L <br /> *REF 3 4"6'-7 7/8" I <br /> 1 <br /> 4'-8 _ �N �CO C. T/RAIL E <br /> 5-10.co *REF 1— �. VARIES <br /> 679-8 <br /> \ o <br /> TLC EL. <br /> 10 "* <br /> ' N I ' I <br /> O I I I I <br /> �' 1 C EL. <br /> -10 9" OPTIONAL MECHANICAL REBAR 200-FF-0 3 <br /> COUPLER PER ACI 318-05 �� �j 200-FF-10 <br /> _ - - - 12.14.3 (USE ONLY iF <br /> Er —�� INSTALL ROCK ANCHORS) <br /> _ <br /> - NECESSARY TO PROPERLY <br /> �� �(24) SPACES ® 3'-4'=80'-0" (ROCK BOLTS) -._- ---- RS <br /> I - -- —- r 90-0" .. __.. <br /> < <— <br /> - —---- #7 DSI ROCK ANCHORS ASTM A615 I <br /> •_1p - GR. 60 TYP. 45' END CUT - FULLY 6'_6" 5'-3 1/2" <br /> 9• -10 .--- RESIN GROUTED IN DRILLED HOLE - <br /> __ INSTALL PER DSI UNDERGROUND <br /> -,- ___ -----------_--- INSTALLATION SPECIFICATIONS - <br /> ------ PLAN: 200 AREA DUMP POCKETPLAN SEE STEEL DRAWINGS LOCATE ANCHORS PER PLAN 1 & <br /> ROCK CUT EXTENTS 1/8"=1'-0" T.O.C. EL. VARIES FOR NEW STAIR TOWER, SECTION 4 (TEST ANCHORS WITH <br /> (ABOVE) EQUIPMENT PLATFORM, 4'-8" EMBEDMENT FOR 10 TONS 3 SECTION: DUMP POCKET <br /> ROCK CUT EXTENTS AND LADDER TENSION AND 5 TONS SHEAR) <br /> (BELOW) <br /> RAIL <br /> 5'-10" 90'-0" 17-0" 4•_8" 11-9. V i:. 5" <br /> 10'-0" 69'-10" INSIDE CONCRETE 10'-2" 6'-6 5'-3 1/2" 4'-8" -- <br /> 3'-9 1/2" 6'-2 1/2" 0 6'-2 1/2" 3'-11 i/2 <br /> -- - .-. — .. _ — <br /> 1"AR400 <br /> - LINERS TYP. .......-- ---- 00- - <br /> -- TOP & INSIDE 1 <br /> FACES <br /> T/C EL. 10679 - - - 2 <br /> 8 <br /> �y200FF 10 < <br /> i <br /> 1" AR400 <br /> LINERS TYP. I - <br /> d 200-FF-10 <br /> c r <br /> •o 1/2" R x 6" WIDE EMBEDS I �, <br /> NELSON S DS6(FORN 1 <br /> PLUG I �. o I 1•_p• <br /> NELSONU ' " o <br /> \ }lam <br /> c WELDING LINERS) <br /> C EL. 10668 i (4) EA. END , <br /> '-8` <br /> a <br /> r - <br /> n oMa <br /> - O.C. TYP. I- <br /> r <br /> #8 ® 12 - _ �-- <br /> I <br /> a <br /> a - - - <br /> 0 <br /> H.P. EL. <br /> 10858-11 <br /> T FLR. & L.P. EL. , ' •. - <br /> o a - 3/4" Itx 6" WIDE EMBEDS.. —._ <br /> d <br /> 0 oONG <br /> NE SON SUDS ATD.C.L116" - <br /> ,. ,' $5 O 12" TYP. (FOR PLUG WELDING LINERS) <br /> j <br /> o j - - <br /> b s SEE STEEL DRAWINGS ' <br /> (6) NORTH SIDE <br /> E FOR NEW STAIR TOWER, ` <br /> (6) SOUTH SIDE <br /> EQUIPMENT PLATFORM, - <br /> ! -- <br /> c AND LADDER <br /> 0 o H.P. EL. 10646'-9" <br /> o v <br /> - o L.P. EL. 10648,_4„ _`- <br /> a <br /> v B SUMP EL. 10643'-4" / <br /> x �A 9'-7 1/4" �. 31'op. 9'-10 3/4" <br /> 2 SECTION: DUMP POCKET 4 SECTION: DUMP POCKET <br /> 3 3'-0' 5'-6" 3/16"=1'-0" <br /> ISSUED FOR CONSTRUCTIO <br /> = mw 1. SEE STANDARD NOTES AND DETAILS ON 100-SS-100 THRU 100-SS-102 <br /> r CLIENT — 2B 17 28 21 12 21— Pro) Ocy: Scale AS SHOWN PROCESS PLANT UPGRADES BARR PROJECT No. <br /> S DID — — — 2e n 20 21 1z 21—— BARR ENGINERING CO. Dale 4/7/17 O6 46-1001.04 <br /> o CONSTRUCTION — — — 2817 2821 1221 —BARR 170 SOUTH MAIN STREET Drawn JWM OURAY SILVER MINES, INC. REVENUE VIRGINIUS MINE CLIENT PROJECT No. <br /> w 2 JGT JGT JGT m <br /> MODIFY BOC EL TO MATCH RFI RESPONSE MODIFY ROCK ANCHOR SPACING — — — — — SUITE 500 <br /> i 1 JGT JGT JGT MODIFY DUMP POCKET DIMENSIONS TO MATCH GA DRAWINGS _ _ _ Checked OURAY, COLORADO <br /> � � SALT LAKE CRY, Ui 84101 JGT 200 AREA FOUNDATION <br /> 0 0 JWM JGT JGT ISSUED FOR CONSTRUCTION A B C 0 1 2 3 corporate Headquarter: Ph: 1-800-532-2277 Designed Jwm DWG. No. REV. No. <br /> RELEASED Minneopolis,Minnesota Fax:(952)832-2601 DUMP POCKET <br /> m NO. BY HK APP. DATE REVISION DESCRIPTION TO/FOR DATE RELEASED Ph: 1-800-632-2277 www.barr.com Appro"ed JGT 200-FF-101 2 <br />