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2019-03-28_REVISION - M1977493
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2019-03-28_REVISION - M1977493
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Entry Properties
Last modified
12/27/2024 10:35:57 AM
Creation date
3/28/2019 2:47:10 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977493
IBM Index Class Name
REVISION
Doc Date
3/28/2019
Doc Name
Request for Technical Revision
From
Climax Molybdenum
To
DRMS
Type & Sequence
TR29
Email Name
ECS
MAC
Media Type
D
Archive
No
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�n <br /> � —I 109C1- <br /> 11080 <br /> —�— 11070 <br /> — <br /> -"" -'"- 1t060 STA.197+67 '-_- . EXISTING 50"DIA,CMP <br /> TRANSITION STRUCTURE - <br /> _ <br /> (LEAVE IN-.P[ -CE)= _ -- <br /> - - <br /> N 284498.06E 51729 �.- <br /> o (REF.DWG.410) <br /> 4 WEST <br /> + INTERCEPTOR <br /> DJ <br /> (D ACCESS ROAD I I <br /> a <br /> /jf 48"DIA.CHDPE <br /> 11 <br /> 030—OVERFLOWIVENT PIPE __ _- <br /> -I { —�; <br /> \ EDGE OF ROAD <br /> 11020 <br /> - <br /> OVERFLOW DISCHARGE <br /> RIPRAP BASIN <br /> -,----:HORIZONTAL ALIGNMENT OF NEW 80 PIPE <br /> • <br /> 0 <br /> GRADE/SHAPE EXISTING �� <br /> _CHANNEL FOR OVERFLOW �I ALS AND <br /> H TO <br /> _ FOLLOW ALIGNMENT OF EXISTING 46"PIPE. <br /> EXPOSE EXISTING PIPE AT 100'INTERN <br /> — 1098o_ SURVEY PRIOR TO REMOVAL FIELD <br /> - -- <br /> Scale in Peet � ADJUSTMENTS MUST BE APPROVED BY THE <br /> -. --... ENGINEER. 7_- <br /> 1107 11075 <br /> REMOVE 46"DIA. MP, EXISTING 50"DIA.UMP <br /> REPLACE W/60"DIA.C DPE PIPE <br /> 1107 1070 <br /> 1108 1065 <br /> F- <br /> U <br /> 1106 1060 <br /> F <br /> U <br /> e r Z <br /> 6' 1105 + 1055 <br /> a In u) <br /> Z <br /> a Q <br /> ltos FINISHED G DE loso <br /> w MIN 3.5'FILL OVER w <br /> w TOP OF PIPE 1oa5 w <br /> LL 1104FIN )HEDGRADEOVE <br /> Z 48" IA.OVERFLOW PIPE <br /> OX.2006 0 <br /> GRC LIND SURFACE F <br /> wltoa TRANSITION STRUCTURE _ 1040 w <br /> 8 w — -- — — — — —— — — _ REF.DWG.4410) —— — — w <br /> 1103111 lilt 1035 <br /> FLOW <br /> g 1103 1030 <br /> PIPE INVERT s 50"CMP <br /> PVI STA.197+67.13 E STING <br /> EL. 11030.600 ) <br /> a 1102 PVI STA.196+oo.o0 1025 <br /> a 1. HORIZONTAL AND VERTICAL CONTROL DATA IS BASED ON CLIMAX <br /> APPROX. INVERT OF COORDINATE SYSTEM. <br /> e 11oz EXISTING PIPE 2. CONTRACTOR IS RESPONSIBLE FOR UTILITY LOCATES. lozo <br /> as 3. BASE TOPOGRAPHY MAPPING FROM AERO-METRIC,INC.SEPT.2006 <br /> E AERIAL SURVEY. <br /> 4. MINOR FIELD ADJUSTMENTS O ALIGNMENT ALLOWED WITH FIELD <br /> 11015 LNUINLLK6 APPROVAL. 1o15 <br /> 5. VERTICAL ALIGNMENT OF INVE RT OF NEW 60"PIPE TO MATCH <br /> ELEVATION OF EXISTING 50"PRE AT TRANSITION. <br /> 1101 1010 <br /> 196+00 19+00 198+00 199+00 200+00 <br /> 9 <br /> e.E •this drawing together with any and all additions, INTERCEPTOR REHABILITATION PROJECT Climax Molybdenum Climax Mine <br /> asmnale u leu r suw a BID corrections, changes and alterations thereof is the Climax Molybdenum Climax,CO <br /> S Z Q property of Climax Afolybdenum Compony and is C) <br /> p furnished an the express condition that it shall w A Freeport-McMoRan Company WEST INTERCEPTOR CULVERT REPLACEMENT PHASE D '� <br /> g 0 not he reproduced, copieQ lent, or disposed of z ) DCM 911/16 As Noted <br /> s j directly or indirectly, nor used for any other w DRANANG NO. <br /> purpose than far Which it is specifically furnished w I, 3�0❑s.i�cA srncET PLAN AND PROFILE $MMr 12/1/16 <br /> without the prior Written consent of said Climax a W.W.SSWHEELER 303-ENGL 61-41WDOD,co eel 1O-3acs rccBrr®e.Q P w 6 A99CCIATEB,INC 303-'761-4130 3-520-00407 <br /> Molybdenum Company' w" .a ,, s"gr"..., FAX 303-761-2802 STA.196+00 TO END ... QO <br />
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