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6'-0" SEE PLAN <br /> V-4" V-4" V-6" 1'-2" 3'-8" V-2" <br /> 44- 4- 2- 2" 3. 7 1/2.7 1/2" 7 1/2"7 1/2" <br /> 13/16"4 HOLES <br /> 13/16.0 HOLES - <br /> i - I__.......... - _ d. <br /> fn <br /> ---L-T <br /> I 1 I 2 <br /> W12 COLUMN WB COLUMN BP FOR CONVEYOR 6 <br /> SUPPORT COLUMN <br /> 1"0 ANCHOR ROD <br /> (18" EMBED, 7" PROJ) #4 O 12" E.W. <br /> 1 DETAIL: 2 DETAIL:- 3 DETAIL _ 4 DETAIL: _ NUT O BOT 5 DETAIL: <br /> 200—FF-10 t"-1'-0" 200—FF-1 1 =1—0 200—FF-10 i"=1—0 _r 200—FF-10 1'=1'-0 (SPOIL THREADS) I 2004F7 <br /> 1"=1- <br /> 0" <br /> I I (8)#8 BARS W/STD I <br /> j - HOOKS EA END OF THE <br /> BARS TO ROMDE FACE <br /> 3/4"4 HILTI HAS RODS W/ WASHER & a� BARS ON PAST&WEST <br /> 15" EMBEDMENT INTO CONCRETE HEAVY HEX 0 ENDS OF FOUNDATION <br /> _ USING HILTI HITHY-200 ADHESIVE NUT PL <br /> WASHER & HEAVY '0, _0 <br /> HEX NUT (3) #4 <br /> 1' �' CLOSED TIES 3/4"THREADED ROD <br /> 5 i 4 TIES <br /> (2 O TOP) I .ANCHOR x 16" LONG aa' �. 03)EA. BOLT <br /> 8 _ (6) {5 VERT. GROUP <br /> ( ) j�5 VERT'WASHER & 3/4"THREADED ROD iv 5 L-DOWELS <br /> B.O.B.PL EL L-DOWELS .HEAVY HEX I ANCHOR x 12" LONG o� <br /> 10647-9 -- - NUT - (2) #4 - #4 O 12" E.W. #4 DOWEL <br /> B.O.B.PL Et CLOSED AT EVERY <br /> i�l m < o I a 10647'-4 1 2" TIES 9 4 TIES OTHER BAR <br /> w n M EQ. SPACED T.O. PAD EL (TYP) <br /> o B.O.B.PL EL VARIES <br /> T.O.C. EL 10646'-10" <br /> i—Al <br /> 10646-9 NOM ° <br /> -_ITT T F--=T <br /> IX -; <br /> . CONC. I—) "i ( "I I—EX. CONIC. I t i I—) EX. CONC. I- I I <br /> IX. BEDROCK <br /> EX. BEDROCK EX. BEDROCK INSTALL ANCHORS INSTALL ANCHORS <br /> W/HILTI HIT HY200 W/HILTI HIT HY200 - INSTALL DOWELS <br /> INSTALL DOWELS ADHESIVE OR INSTALL DOWELS ADHESIVE OR oo W/HILTI HVA <br /> W/HILTI HIT HY200 APPROVED EQUAL W/HILTI HIT HY200 APPROVED EQUAL m ADHESIVE OR <br /> ADHESIVE OR (6" MIN EMBEDMENT) ADHESIVE OR (6" MIN EMBEDMENT) APPROVED EQUAL <br /> APPROVED EQUAL APPROVED EQUAL w <br /> O) <br /> (6" MIN EMBEDMENT) (6" MIN EMBEDMENT) (1 ANCHORS DSI ROCK a x (6" MIN EMBEDMENT) <br /> S ASTM A615 GR. o <br /> FULLY RESIN GROUTED IN <br /> e DRILLED HOLE - INSTALL <br /> 1 SECTION: NEW COLUMN 2 SECTION: 3 SECTION: CONVEYOR PER DSI UNDERGROUND 5 SECTION: STAIR PAD <br /> 12 REQ'D -- 1"=1'—O" 4 REO'D 1"=1-0" 30 REQ'D INSTALLATION <br /> 0 1,-4" NOTE <br /> 8 LOCATIONS SIM (PAN FEEDER) SPECIFICATIONS, SEE <br /> L3x3x1/4 W/3/8"x4 <br /> 0 1-4" 4" 4" 3/4"0 HILTI HAS 1/8" NELSON STUDS <br /> 2 /2" 2 1 2" RODS W/ 15" - STUD WELDED TO <br /> EMBEDMENT INTO ANGLE AT V-6" O.C. <br /> A a 11" CONCRETE USING HILTI <br /> a AROUND PERIMETER <br /> I 13/16"6 HOLES WASHER & HEAVY HIT HY-200 ADHESIVE 4 SECTION: CRUSHER PIER 6 SECTION: CRUSHER PIER 4•-4- OF SUMP <br /> c I HEX NUT (3) A4 -- 1-1-0 1 REQD -- 1=1-O 3- <br /> -0 HOLES iv (2 OEDCLOSTOP)S 8" 3-0 8" N SHELF <br /> o <br /> �— <br /> `I' L-DOWELS LS I _� <br /> m <br /> B647' _10 - <br /> o a -'-..--I _ W12 COLUMN <br /> j c <br /> T.O.C. EL <br /> 46 VARIES 'd M ' <br /> g N I 10646—4 TO-4 <br /> a t W12 OR HSS5x5 10646 9 _ <br /> o m ( COLUMN <br /> E 7 DETAIL: DETAIL: IX. CONC. �0 Fys <br /> (. 200—FF-1 1 1—0 2004F-10 1 1—0 <br /> INSTALL DOWELS '2 ym: /5 O 12" EW <br /> 5191 })5 CORNER BARS <br /> r W/HILTI HIT HY200 6 a1 - S DETAIL: SUMP <br /> o NOTES* ADHESIVE OR <br /> W 1. SEE STANDARD NOTES AND DETAILS ON 100-SS-100 THRU 100-SS-102 EX. BEDROCK APPROVED EQUAL o,�+/fpyXT1 200-FF-70 1 2"-1-o" <br /> N 2. ROUGHEN AND CLEAN ALL EXISTING CONCRETE SURFACES PRIOR TO PLACING (6" MIN EMBEDMENT) `PSSjONA`ENG� HS CORNER BARS <br /> R NEW CONCRETE OR GROUT <br /> 3. ALL CONCRETE SLABS AND ROCK BENEATH CRUSHER AREA FOUNDATIONS AND 1 SECTION: NEW COLUMN Ey '0 41 <br /> ROCK ANCHORS TO BE INSPECTED/APPROVED BY GEOTECHNICAL ENGINEER __ 1-1-0- 3 I.� <br /> 6 REQ D 1 TO — SUEO FOR �'OYS"T UC I0 <br /> a REPRESENTATIVE FOR FULLY CONCRETE CAPACITY/INTEGRITY AND.ROCK /7 8 REQD 10 TO 11 - <br /> ANCHOR CAPACITY/INTEGRITY FOR 10 TONS TENSION AND 5 TONS SHEAR 18 REQD BRIDGE CRANE <br /> r H CUENT ——— 7 I Project Office: �O1e AS SHOWN BARR PROJECT No. <br /> q BID —_— m 17——MBARRSUITE <br /> — R ENGINEERING CO. �B 3/14/17 PROCESS PLANT UPGRADES 06 46-1001.04 <br /> �3 CONSTRUCTION - 1111 1 170 SOUTH MAIN STREET D.— JWM OURAY SILVER MINES, INC. REVENUE VIRGINIUS MINE CLIENT PROJECT No. <br /> -- - -- <br /> 500Checked1 SW JGT JGT 11 25 20 ISSUED FOR CONSTRUCTION —————— SALT LAKE CITY, Ui 84101 JGT OURAY, COLORADO 200 AREA FOUNDATION <br /> O JWMGT JGT 4 28 17 ISSUED FOR CONSTRUCTION A B C 0 1 2 Corpomte Headquarter: Pry; 1_800_632_2277 Designed iWM DWG. No. REV. No. <br /> RELEASED Pry:^1-BGO-632n2277 —.;;s?w832-260' 7p—ed SECTIONS AND DETAILS <br /> � N0. BY P DATE REVISION DESCRIPTION To/FOR DATE RELEASED JGT 200—FF-102 1 <br />