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t _ <br /> 1120 <br /> 1 ------- <br /> 10 901170 <br /> f <br /> ofi STA.197+67— A�tYIR ram` <br /> _. TRANSITION STRUCTURE — �LF,NVEZIN pULAC <br /> N 284498.06 E 517.29 <br /> (REF.DWG.410) <br /> 11010 = - WEST <br /> d w — — — _ <br /> o INTERCEPTOR <br /> _ N <br /> J ACCESS ROAD <br /> < I <br /> _ — — — — 48"DIA.CHDPE — .„ <br /> " 1to3o—OVERFLOWNENT PIPE .� <br /> EDGE OF ROAD <br /> l CH RG <br /> A _ <br /> OVERFLOW DIS E- ..�-� .--° <br /> s — _ <br /> RIPRAP BASIN <br /> -- "`"noon ,,,. <br /> m — <br /> s <br /> c � — — €` HORIZONTAL ALIGNMENT OF NEW 60"PIPE TO <br /> — 10990 GRADE/SHAPE EXISTING y t FOLLOW ALIGNMENT OF EXISTING 46"PIPE. <br /> — — — W CHANNEL FOR OVERFLO „W x� EXPOSE EXISTING PIPE AT 1OD'INTERVALS AND <br /> "' �., <br /> E — — — — 10980 SURVEY PRIOR TO REMOVAL. FIELD <br /> — — _ _ _— — ADJUSTMENTS MUST BE APPROVED BY THE <br /> io9io ENGINEER. <br /> 1107 11075 <br /> REMOVE 46"DIA.C MP, EXISTING 50"DIA. MP <br /> E REPLACE W/60"DIA.CHDPE PIPE <br /> O 1107 11070 <br /> vi <br /> w <br /> K <br /> x <br /> 0 1106 11065 <br /> E F <br /> U <br /> 1106 -- 11060 <br /> H <br /> U <br /> Z <br /> 1105 + 11055 <br /> H <br /> �U <br /> Z <br /> o Q <br /> 1105 U 11050 <br /> FINISHED G DE <br /> w MIN 3.5'FILL OVER w <br /> 1104 TOP OF PIPE 11045 <br /> z 48" IA.OVERFLOW PIPE z <br /> U APP OX.2006 O <br /> 1-- GRC UND SURFACE <br /> >1104 TRANSITION STRUCTURE tloao > <br /> w — - - - - LU <br /> (REF. w <br /> 1103 11035 <br /> rn - <br /> FLOW <br /> o 103 PIPE INVERT S PVI STA.197+67.13 50'CMP 11030 <br /> EL. 11030.600 (EXISTING) <br /> o_ 1102 �—PVI STA.196+00.00 11025 <br /> NOTES: <br /> 1. HORIZONTAL AND VERTICAL CONTROL DATA IS BASED ON CLIMAX <br /> 3 APPROX. INVERT OF COORDINATE SYSTEM. <br /> 1102 EXISTING PIPE 11ozo 2. CONTRACTOR IS RESPONSIBLE FOR UTILITY LOCATES. <br /> 3. BASE TOPOGRAPHY MAPPING FROM AERO-METRIC,INC.SEPT.2006 <br /> a AERIAL SURVEY. <br /> w 4. MINOR FIELD ADJUSTMENTS OF ALIGNMENT ALLOWED WITH FIELD <br /> z 1101 11015 ENGINEER'S APPROVAL. <br /> a 5. VERTICAL ALIGNMENT OF INVERT OF NEW 60"PIPE TO MATCH <br /> 9 ELEVATION OF EXISTING 50"PIPE AT TRANSITION. <br /> 1101 11010 <br /> 196+00 197+00 198+00 199+DO 200+00 <br /> NO. DATE MADE BY CKD.BY REMARKS DRAWING NO. REFERENCE <br /> "orr droning together with any and ol/additions, m - Climax Molybdenum Climax Mine <br /> p osn8 TEM sMM ISSUED FOR BID corections changes and alterations thereof is the INTERCEPTOR REHABILITATION PROTECT <br /> Z 0 03/19 DCM SMM ISSUED FOR CONSTRUCTION property or Climax I,Iolybdenum Company and is p i' .I- '�Climax Mol ybdenum Cllma:,CO <br /> o p Q furnished on the express condition that it shall w A Freeport-McAkRan Company WEST INTERCEPTOR CULVERT REPLACEMENT(PHASE D) 9/1/16 SSE <br /> N Z not he reproduced, copied, lent, or disposed of DCM AS Noted <br /> o j 0 directly or indirectly, nor used for any other '� 3�0❑s.wcA srweeT PLAN AND PROFILE 12/1/16 DRAWING NO. <br /> w 0 purpose than for Which it is specifically furnished w Y W.W.WHEELER 3700E—LEw000,CO e011❑-3a0s SMM <br /> o Without the prior Written consent o1 said Climax 1w r , INC 103-161-1110 —E—e+ 3-520-00407 <br /> V 6,ASSOCIATES <br /> Molybdenum Company." �� r.,x 3�3-961-2902 STA.196+00 TO END .. <br />