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EXIST. <br /> CULVERT <br /> L <br /> A A <br /> - 11 2 3 <br /> 115--- 1 115 114 115 <br /> 5 4 <br /> CULVERT SEALANT WALL 115 115 <br /> 10370' I 10370' � 10370' � <br /> 10370' - 0" 10370' V� 10370' 0" <br /> SIDE WALL WATERSTOP RING AT TOP OF WALL REBAR, MIN. (2) ROWS <br /> FULL CIRCUMFERENCE OF TYP. BARS ABOVE CULVERT <br /> -_ -_ <br /> FRONT WALL 1' -0" 8' -6" 1'-0" OF CULVERT HORIZONTAL BARS NOT SHOWN <br /> REMOVE "TRIANGLE" PORTION OF -I THIS VIEW <br /> EXISTING CULVERT, EXPOSE AND cn � ��-- = o EXIST. CULVERT <br /> PREPARE OFB RADEOX-RE FOR BEARING w = FRONT WALL ® MAXIMUM WATER LEVEL __ FRONT WALL FRONT WALL <br /> S� �oa�i--Crn,C� O� Q^vv �-R-ETAIRNNr WALL �� � r T r T r <br /> z 10364' - 6" 10364' - 6" 10364' - 6" <br /> v� a-° (2)#6 VERT. FULL <br /> �X HEIGHT AT EDGE OF <br /> -LLLL Q FINISHED GRADE VARIES, CULVERT <br /> j -0 W SEE WHEELER DRAWINGS -1 L AY _ SIDE WALL, SEE <br /> _ U z OTHER ELEVATIONS <br /> _z — 10360 - _ 10360 10360 <br /> o a <br /> CCD <br /> -w w 10360 - O" o TYPICAL WATER LEVEL _ _o N t 10360' - 0" a 10360' - 0" <br /> -? O 3 EACH D OGRNERL'OFRS AT <br /> -U CULVERT, LOCATE INSIDE <br /> U w FORMED 2x4 SHEAR KEY IN <br /> OTHER BARS <br /> J > �- <br /> _� EXIST. CULVERT HORIZ. COLD JOINTS, TYP. o EXIST. CULVERT EXIST. CULVERT <br /> - -$t - � - - - INVERT EL. ± ® CONTINUOUS STRIP OF = � ��_�_____� INVERT EL. ± INVERT EL. ± <br /> 10354 - 6 ADEKA/SWELL STOP ON d o 10354' - 6" 10354' - 6" <br /> -- - WATER SIDE OF ALL COLD CD <br /> = (2) @6 HORIZ. JUST <br /> - <br /> JOINTS - ° <br /> ° FILL ALL GAPS AROUND BASE BELOW BOTTOM <br /> OF CULVERT w/CONCRETE, OF CULVERT <br /> UP TO AT LEAST 1'-0"ABOV FOOTING REBAR <br /> E <br /> + + 10350' FOOTING SLAB AT GRADE _ INLET 10350' MATCHING WALLOWELS R BAR- 1U�50 <br /> 0' <br /> 10350' - 0" t 10350 - 0 1035 0 <br /> SHEAR KEY w/ - <br /> VERT. BARS EACH - <br /> FACE, CONTINUOUS <br /> INTO WALL <br /> 1 SECTION AT EXISTING 2 SECTION AT CENTER OF RETAINING BOX 4 SECTION AT CULVERT WALL <br /> 114 115 1/4" = 1'-011 114 115 1/4" = 1'-0" <br /> 114 115 1/4" = 1'-0" <br /> A <br /> 5 4 - 2 3 <br /> 115 115 115--- 114115 114115 <br /> 10370' 1037U <br /> 10370' - 0" 10370' - 0" <br /> PIPE INLET w/BLIND FLANGE EACH SIDE, <br /> RE:WHEELER,w/#5x 6'-0" DIAGONAL REBAR <br /> TOP BAR TO ALIGN w/ EACH FACE, EACH "CORNER", CAST PIPE IN <br /> TOP OF WALL SLOPE WALL w/FULL RING OF ADEKA <br /> FRONT WALL , - - EXIST. CULVERT BEYOND FRONT WALL <br /> 10364' - 6" 10364' - 6" <br /> HORIZONTAL&CORNER CORNER BARS NOT <br /> BARS NOT SHOWN THIS SHOWN THIS VIEW, <br /> VIEW, SEE SECTION 5 FOR SEE TYP. DETAILS, <br /> CALLOUT MATCH HORIZ. BARS <br /> 10360' � 10360� <br /> 10360' - 0�® 10360 0" <br /> WALL REINFORCING, TYPICAL WALL REBAR ' - <br /> w/MATCHING DOWELS AT #6 AT 12"O.C. EACH WAY, <br /> PRIMARY REINFORCING INSIDE FACES OF WALLS <br /> w/STD. HOOKS IN SLAB, w/#6 AT 12"O.C. E.W. OUTSIDE <br /> w/MIN. 24"SPLICE IN WALL ' FACES(ON DIRT SIDE) <br /> EXIST. CULVERT z W A EXIST. CULVERT <br /> INVERT EL. ± _� J INVERT EL. ± <br /> 10354' - 66" N co 10354' - 6" <br /> SHEAR KEY/CUTOFF WALL <br /> w/REBAR#6 AT 12"O.C. <br /> SLAB REINFORCING, SEE PLAN AirVERT. &#5 AT 12"O.0 <br /> HORIZ. (NOT SHOWN THIS <br /> VIEW) EACH FACE OF WALL <br /> SHEAR KEY WALL w/ 10350 10350'REINFORCING EXTENDING 10350' - 0" 10350' - 0" <br /> INTO WALL, LAPPED MIN.24" <br /> w/PRIMARY WALL REBAR <br /> 3 SECTION AT SOUTH SIDE WALL OF RETAINING BOX 5 SECTION AT FRONT WALL <br /> 114 115 1/4" = 1'-011 114 115 1/4" = 1'-0" <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 dro wing together with C7ny C7n d C711 C7ddi tions DRAWING NO. REFERENCE CLIMAX MOLYBDENUM CLIMAX MINE <br /> Al 06/27/23 DAN JLK ISSUED FOR BID corrections, chonges and alterations thereof is 0 ♦ 5 DAM SEEPWATER COLLECTION AREA <br /> U) the property of Climax Molybdenum Company and ® ���������������� CLIMAX, CO <br /> Z Al 08/03/23 DAN JLK CONSTRUCTION MADE BY PROJECT NUMBER <br /> s furnished on the express condition that it shall w A Freeport-McMoRan 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 /> Wzef directly or indirectl, nor used for ony Other W 3700 S. INCA STREET CHECKED BY DRAWING NO. <br /> ry 0 purpose than for which it is specifically furnished W W W. W W. WHEELER ENGLEw000, Co e0 1 1 0-3405 SECTIONS AT CULVERT JLK 08/03/23 <br /> LL Sc ASSOCIATES, INC 303-761 -41 30 6-807-00115 <br /> zef without the prior written consent of said Climax W ACCEPTED BY <br /> CULVERT INLET CUTOFF <br /> 0 Molybdenum Company Water Resources Engineers FAX 303-761 -2802 <br />