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� i <br /> -,i <br /> _.. s tit e. -� �. �...- -✓//�' � � .�''.`_` �- � �. � -"-"� .-�-�""_ » _ �• -,.- •.�... -----�%.. •�``�`� `�,.`"��.:� � V``A'1�-- � ``� "� \ <br /> j �. , — VA .J/ i,,.� •'..-^ '^'" - _ ✓�.� / ''''• � � �V - -_- ---� � _AA - ��f-...���`- �� Vim.. ,.-._�..�1'+t�;,-� <br /> y <br /> APPROX.AREA OF EXISTING GABION - /� �e�.-, .�- -•'�"=' - '`� ��''-'-=�-'� <br /> — a - <br /> DAMAGE,USE SPECIAL CARE DURING •� -` ""` �--��,�;� �._•_,,..�-%,=--�" �-��� -- _ `�-- - <br /> EXISTING GABIONS, / — -- ~ _- <br /> t1o6o _ - � EXCAVATION BELOW THIS STA 193+20 <br /> REPAIR OR REPLACE -^ — A W AREA <br /> E y S _REPLACE IMPACTED -AS NECESSARY - _ c R `_� — �- - <br /> EXCAV <br /> - - _ i / o" / _ WATER CULVERT W/ <br /> `•`` -.- '-' (REF.DWG.411) _'"- -`_.�--.--' ._.� _ "v - ""' .__. —__- r i Y�..�� -- — STA 195+70 <br /> -- _ - - — MIN.24"DIA.CHDPE <br /> 11070 <br /> : REMOVE EXISTING <br /> ACCESS ROAD <br /> r - <br /> Q .✓ �, -, _ <br /> ST <br /> _ INTERCEPTOR\ �_ <br /> f. <br /> —� STA.190+85 ` _ �-- --- ± .' ✓ <br /> STA.190+62 -- _ _ <br /> SEEPAGE BARRIER <br /> DRAINAGE INLET �k- r � <br /> N:29109.20,E:169.30 ""� (R - - _ _ �`��•.-=�_�_""__ -� <br /> EDGE OF ROAD ' --. .. .. - .. - @ c 60"PIPE(APPROX.) <br /> --` _ - (REF. DWG.411) - <br /> F DWG 408) <br /> »f <br /> ✓ �J <br /> J <br /> »-.- •.._ _-- ��,,_.. -^ •,,.- ,•.� _._. -��.-�.._� __ �`� -J\ �—�f-^..�_ �,-. �� i� L ' HORIZONTAL ALIGNMENT OF NEW 60"PIPE TO <br /> FOLLOWALIGNMENT OF EXISTING 46"PIPE. <br /> _ .. <br /> ":EXPOSE EXISTING PIPE AT100'INTERVALSAND <br /> 0 10 3o so so ", SURVEY PRIOR TO REMOVAL. FIELD <br /> ADJUSTMENTS MUST BE APPROVED BY THE <br /> r - _ <br /> _,..-, ._-' ,.---•- -._. ___. -- ✓,.� '� /" __. .-___ _ _ - -�' - -i � � t'ENGINEER. <br /> 1108 11080 <br /> REMOVE 46"DIA.CMP, <br /> REPLACE W/60"DIA.CHDPE PIPE <br /> 1107 11075 <br /> 11070 11070 <br /> w z <br /> J W p) <br /> 1106 11065 <br /> y + m N L'a�Q + W + F <br /> 11080 <br /> Q rn 11060 <br /> Q <br /> a <br /> oio Hw <br /> 1 to U <br /> 105 11055 <br /> F MIN 3.6 FILL OVER F <br /> w TOP OF PIPE w <br /> 1105 _ _ _ __ APPROX.2006 1050 <br /> p —— — '- -- — — _ _ GROUND SURFACE p <br /> j11 - - - - - 1045 j <br /> W —— — — w <br /> J -IW 0 w <br /> m 1104 11040 <br /> PVI STA.187+00.00 S=-0.9490 <br /> 110 EL.11039.108 1035 <br /> PIPE I RT <br /> *PV1A.190+82.00 iiaS=-0.72Yo <br /> EL. 11035.700 APPROX. INVERT OF <br /> { 1103 EXISTING PIPE PVI STA.198+00.00 1030 <br /> s <br /> 1. HORIZONTAL AND VERTICAL CONTROL DATA IS BASED ON CLIMAX <br /> COORDINATE SYSTEM. <br /> 1102QNTF 1025 <br /> 3. BASE TOPOGRAPHY MAPPING FROM AERO-METRIC,INC.SEPT.2006 <br /> s AERIAL SURVEY. <br /> # 1102 4. MINOR FIELD ADJUSTMENTS F ALIGNMENT ALLOWED WITH FIELD 11020 <br /> x <br /> ENGINEER'S APPROVAL. <br /> 5. VERTICAL ALIGNMENT OF TOF OF NEW 60"PIPE TO MATCH <br /> 3 <br /> 1101 ELEVATION OF EXISTING 46"PIPE TO STA 190+62. <br /> 11015 <br /> 3 18+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 <br /> 9 <br /> $ NO -E "Mis drawing together with any and al/additions, v) Climax Molybdenum Climax Mine <br /> ' A asz3aa18 1EM ®wawa corrections, changes and alterations thereof is the 3 INTERCEPTOR REHABILITATION PROJECT <br /> property of Climax Molybdenum Company and is o Climax Molybdenum Climax,CO <br /> 11 p Q furnished on the express condition that it sholi W A Freeport-McMoRan Company WEST INTERCEPTOR CULVERT REPLACEMENT PHASE D 9/1/16 <br /> 9 N copied,not be reproduced, lent, or disposed of Z As Noted <br /> ( ) DCM!, directly or indirectly, nor used for any other W 3700 S.INCA STREET DRAWING NO. <br /> g 0 purpose than for which it is specifically furnished W - W.W.WHEELER er+a�ew000,co eat t 0-3a0s PLAN AND PROFILE $MM 12/1/16 <br /> Q Q without the prior written consent of said Climax W i AiiO C1ATE B,INC 303-761-4130 r.ccEarEo er 3-520-00406 <br /> 75 Molybdenum Company.' 303-751-2802 STA.187+00 TO 196+00 <br /> 0 <br />