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EINFORCING BARS ARE <br /> W /7 O 8• ox 'DOTES- <br /> REINFORCING BARS ARE 1) SHEAR STUDS ARE /6 BARS AND PLACED AT 6 LOCATIONS <br /> INTO THE EXISTING CONCRETE (EVERY 60 DEGREES) <br /> /7 O 8' o.c. 2) SHEAR STUDS ARE EMBEDDED INTO THE EXISTING CONCRETE <br /> . 2•CHAR SLOPED TO DRAIN 8 AND INTO THE LAP 4- <br /> • ; TO THE NORTH �•--,' 3) SHEAR STUDS ARE EPDXY GROUTED <br /> • , •• •"• '.•r _� 4) CONCRETE HAS MINIMUM COMPRESSION STRENGTH, fc' <br /> 6000 PSI <br /> .•' �^ `• 011' 5• 41 5) STEEL HAS A YIELD STRENGTH. (y 60000 PSI <br /> . a 2• <br /> .'�, e a a , • a 6) THE LOAD RATING FOR THE CONCRETE CAP IS IOD FEET OF <br /> ,' ` ;•.10•• 1• a OVERBURDEN SOIL PRESSURE <br /> • •'•y; �- •.�• 4 2' A •`. 7; NO tAPSPUCES ALLOWED ON STRAIGHT AREAS <br /> UGHEN EXISTING r <br /> I •/•• •/-. •'� ''\ .. a SURFACE <br /> BEFORE PLACING CAP <br /> /•; `1 EINFORCING BARS ARE <br /> .. •'•I •,• '2.. .t '+' - •'• i REINFORCING BARS ARE <br /> l`` �•• '/ /7 O 8• o.c. <br /> •�.. . . : ' B CONCRETE CAP SECTION VIEW <br /> I _ /8 REINFORCING BARS TYP. <br /> A CONCRETE CAP PLAN VIEW ' SHEAR STUDS <br /> /6 BARS TYP. <br /> TYP. — e <br /> \tl�_ <br /> 6 CENTERa <br /> Y4 6 ON SPLICE 4- <br /> OOP /I CIRCULAR REINFORCEMENT ° e• ° <br /> OVERLAP DETAIL <br /> OOP /2 �•.,•_p- <br /> p d <br /> 1 1 60' <br /> DDP 13 3 SHEAR STUDS DETAIL <br /> • /B REINFORCING <br /> BARS TIP. . <br /> SHEAR STUDS /8 REINFORCING BARS TYP. <br /> .'. •. .. -. 16 BARS TYP. <br /> zf ••SHEAR. ` .. 71• ,3' 4' `•• e a <br /> �6-BARS T:P• s• • ••• <• •V e 2• •s <br /> 1 p <br /> � EXTERIOR CONCRETE PLAN VIEW " � • —,p'-_ <br /> ri•=�'—p• a a D <br /> HOOP REBAR GEOMETRY a •« •° <br /> HOOP / HOOP DIAMETER TOTAL LENGTHV\ <br /> HOOP /1 1,'- H 3 • EXTERIOR CONCRETE SECTION VIEW <br /> --T I: 38'-8 HOOP /2 , 38• �p1 <br /> HOOP /3 12I1 0 41-0 1/2 1 1 <br /> ENGINEER'S SEAL ISSUED FOR CONSTRUCTION RMW 0 1 Scoie:As Shown Issued for•, Issued by: <br /> 1 ISSUED FOR CON TRUCTION 1 Designed by: POK CLIMAX MINE Q <br /> ♦♦♦o��„`p0 RE'6/fr : As Bllllr DLL , , Drawn by: RJS <br /> �Q�••��;.,•F9. Checked by: PDK CONCRETE CAP DETAILS ��� <br /> Approved by. DL Climax Molybdenum TETRA TECH <br /> m <br /> - ;•• 350 Indiana SveK Suhe 500 Project: Project no.: <br /> o� A Freeport-McMoRan Company <br /> Gdden,Golw.ado 80401 CLIMAX <br /> (303)217-5700 (303)217.5705 faa MINE 114-311174 �� 1 <br /> Q ♦ Rev Description By Dote Location: Dole: SHEET <br /> E REFERENCE 'D/fbilll REVISIONS CUMAX, COLORADO 29 20, 2 OF 3 <br /> m <br />