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NEW CONCRETE ISOLATED SLAB CONCRETE DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULE 3,4,5 STANDARD HOOK GEOMETRY <br /> -12"THICK OR LESS <br /> LPRIMARY REINFORCEMENT CLOSED TIES CORNERS AND FOR PRIMARY REINFORCING IN TENSION <br /> 4L TOP OF SLAB EL. INTERSECTIONS <br /> EL. =241'-2 1/2" CLASS A STANDAR CLASS B SPLICE <br /> Ldh CLASS B SPLICE RE: SCHEDULE <br /> e. SPLICE <br /> a U) D HOOKS R <br /> ° a LU <br /> LL Q - N <br /> w w w co w <br /> 20 _U _U _U co <br /> a. — J J J U) J lY <br /> N o Q U) U) U) CLASS A U U) > <br /> m m m SPLICE OU Q _tail <br /> co co co w co co co w U 180' HOOK <br /> J J J <br /> tin <br /> U U U CLASS B SPLICE - ~ <br /> (V <br /> (V <br /> J J w iv 2" END COVER <br /> U -TYPICAL MIN. <br /> COMPACTED FILL OR FLOW FILL JUJ <br /> -SEE NOTE#2 BELOW STANDARD u) U) _JQ <br /> HOOKS a. <br /> U U U) Ldh CLASS B SPLICE RE: SCHEDULE <br /> NATIVE UNDISTURBED SOIL cn <br /> -SEE NOTE#1 BELOW Jif R <br /> U -0 <br /> CONCRETE STRENGTH fc = 4500 psi, BAR YIELD STRENGTH fy = 60,000 psi <br /> NEW CONCRETE SLAB-ON- NEW CONCRETE FOUNDATION Ld AND CLASS A SPLICE (in.) CLASS B SPLICE(in.) <br /> GRADE BAR TOP OTHER TOP OTHER <br /> AIL TOP OF SLAB EL. -12"THICK OR LESS SIZE REINF.' REINF. REINF.' REINF. Ldh in. 90' HOOK <br /> EL. =241'-2 1/2" a _ 3 12 12 14 11 7 <br /> n 4 14 12 19 14 9 <br /> 5 18 14 23 18 12 <br /> U) 6 21 1 17 28 1 21 14 <br /> 41 w <br /> NOTES: <br /> Q4 > 1. TABULATED DEVELOPMENT LENGTHS AND BAR SPLICES SHALL BE CONSIDERED THE <br /> ° MINIMUM REQUIREMENT UNLESS NOTED OTHERWISE. <br /> 2. TOP BARS ARE ANY HORIZONTAL BARS WITH MORE THAN 12"OF CONCRETE CAST BELOW <br /> iv a a Q THE REINFORCEMENT. <br /> ° Q 3. TABULATED LENGTHS/SPLICES ASSUME THE FOLLOWING: CLEAR COVER OF BARS NOT LESS <br /> a U THAN 1 1/2"; CLEAR SPACING BETWEEN BARS NOT LESS THAN ONE DIAMETER OR 1 <br /> e a oa w L tail (in.) <br /> a a WHICHEVER IS GREATER; 1 OR 2-BAR BUNDLES ONLY; NORMAL WEIGHT CONCRETE; GRADE TOP BAR BEND RADIUS — <br /> a a p 60 REBAR(fy=60,000 PSI),AND UNCOATED REINFORCEMENT. IF THESE CONDITIONS SIZE "R"(in.) 180' HOOK 90' HOOK <br /> 1 a a = VARY, THEN THE TABULATED LENGTHS/SPLICES SHALL BE MULTIPLIED BY THE FOLLOWING 3 1.3125 2.50 4.50 <br /> a FACTORS,AS APPLICABLE. IF MORE THAN ONE CONDITION APPLIES, THEN MULTIPLIERS <br /> 4 1.75 2.50 6.00 <br /> w <br /> III 1, o o SHALL BE CUMULATIVE. 5 2.1875 2.50 7.50 <br /> III CLEAR COVER LESS THAN 1 1/2".....1.60 6 2.625 3.00 9.00 <br /> LIGHTWEIGHT CONCRETE.......................1.33 <br /> GRADE 40 REBAR.................................0.67 (CONTRACTOR OPTION) 7 3.0625 3.50 10.50 12.0 <br /> EPDXY-COATED REBAR........................1.30 FOR"TOP REINF." 9 4.50 g 3.50 4.4.00 13. <br /> 1.50 FOR"OTHER REINF." <br /> 1.20 FOR Ldh <br /> THE FINAL LENGTH/SPLICE SHALL NOT BE LESS THAN 6" FOR Ldh AND 12" FOR ALL <br /> COMPACTED FILL OTHER CASES. FOR CONDITIONS NOT DEFINED IN THIS TABLE OR NOTES, COORDINATE 3 STANDARD HOOK GEOMETRY <br /> -SEE NOTE#2 BELOW LENGTHS/SPLICES WITH THE ENGINEER. 116 1" — 1'-0" <br /> 4. MECHANICAL AND WELDED SPLICES SHALL DEVELOP 125%OF THE BAR YIELD STRENGTH fy. <br /> NATIVE SOIL 5. IF BARS OF VARYING SIZE AND/OR STRENGTH ARE SPLICED, THEN THE LONGER SPLICE <br /> -SEE NOTE#1 BELOW LENGTH SHALL BE USED. <br /> NOTES: <br /> 1. NATIVE SOIL SHALL BE COMPACTED TO 95%STANDARD PROCTOR DENSITY PRIOR TO PLACING ANY 2 CONCRETE DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULE <br /> FILL.ANY WEAK,YIELDING OR UNSTABLE AREAS OF EXPOSED SOIL SHALL BE REMOVED AND <br /> REPLACED W/ STRUCTURAL FILL MATERIAL. 116 1" = 1'-011 <br /> 2. COMPACTED FILL MATERIAL SHALL CONSIST OF ONE OF THE FOLLOWING CATEGORIES <br /> a. NATIVE MATERIAL MEETING CRITERIA FOR COMPACTED AGGREGATE FILL, RE: GEOTECH. <br /> • FILL SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 8",AND COMPACTED TO w/±2% STD. HOOK SEE SCHEDULE <br /> OF OPTIMUM MOISTURE CONTENT, TO 95%OF MODIFIED PROCTOR ASTM D 1557. <br /> b. CEMENTITIOUS FLOWABLE FILL. <br /> 3. G.C. SHALL COORDINATE QUALITY ASSURANCE FOR SUBGRADE PREPARATION w/A GEOTECHNICAL a <br /> ENGINEER IN ACCORDANCE W/THE GEOTECHNICAL REPORT. s <br /> 4. REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION AND REQUIREMENTS. J w a. <br /> 1 SUBGRADE PREPARATION <br /> w <br /> HORIZONTAL <br /> 116 3/411 = 11-011 = HORIZONTAL = WALL REINF. <br /> STEM WALL WALL REINF. U <br /> I a; <br /> w w CORNER BARS SAME <br /> DOWELS SAME SIZE UJ w SIZE AND SPACING <br /> AND SPACING AS AS HORIZONTAL <br /> BARS <br /> HORIZONTAL BARS J a <br /> STEM WALL , <br /> AT INTERSECTION AT CORNER <br /> THIS DETAIL TO BE USED IN CONJUNCTION W/ACI REBAR LAP SCHEDULE <br /> 4 WALL INTERSECTION REINFORCING <br /> 116 3/411 = 1'-011 <br /> BAUR& ASSOCIATES J. C. BAUR AND ASSOCIATES, INC. PRODUCED THE INFORMATION PRESENTED ON <br /> THESE DRAWINGS THROUGH THE USE OF TECHNICAL INFORMATION AND <br /> CONSULTING ENGINEERS PRACTICAL EXPERIENCE SPECIFIC TO ITS EFFORTS. RECEIVING THESE DRAWINGS <br /> 5485 Conestoga Ct. Suite 200, DOES NOT GUARANTEE ANY RIGHTS TO SUCH TECHNICAL INFORMATION AND <br /> Boulder,CO 80301 PRACTICAL EXPERIENCE. ANY ALTERATION OR ADAPTATION OF THE DATA OR <br /> 303-444-9121(v),303-415-1070(1) CONTENTS OF THESE DRAWINGS SHALL BE AT USER'S SOLE RISK AND WITHOUT <br /> jcbaur.com Project No. 23018 ANY LIABILITY OR LEGAL RESPONSIBILITY TO J. C. BAUR AND ASSOCIATES, INC. <br /> NO. DATE MADE BY CKD.BY REMARKS This drawlnCg.' together with any and all additions, W DRAWING NO. REFERENCE CLIMAX MOLYBDENUM CLIMAX MINE <br /> Al 06/27/23 DAN JLK ISSUED FOR BID corrections, changes and alterations thereof is ♦ 5 DAM SEEPWATER COLLECTION AREA <br /> U) the property of Climax Molybdenum Company and ® C�i/11ax Mol ybdenum CLIMAX, CO <br /> Z Al 08/03/23 DAN JLK CONSTRUCTION Q MADE BY PROJECT NUMBER <br /> s furnished on the express condition that it shall w Freeport-McMoRan an A Free ort-MMR Company 0 0 p � p p y SECONDARY CONTAINMENT SYSTEM DAN 05/30/23 1051.191.17 <br /> U) not be reproduced, copied, tent, or disposed of Z <br /> dlrectl or lndlrectl , nor used for on Other w 3700 S. INCA STREET CHECKED BY DRAWING NO. <br /> LL] y y y � FOUNDATION DETAILS JLK 08/03/23 <br /> IY 0 purpose than for which it is specifically furnished w W. W. WHEELER ENGLEw000, CO 80 1 1 0-3405 <br /> LL Sc ASSOCIATES, INC 303-761 -41 30 6-807-00116 <br /> without the prior written consent of said Climax ACCEPTED BY CULVERT INLET CUTOFF <br /> 0 Molybdenum Company Water Resources Engineers FAX 303 761 2802 <br />