Laserfiche WebLink
- 717 <br /> w <br /> r - STA.178+97 STA.180+30± <br /> DRAINAGE INLET INSTALL 11.25° <br /> r <br /> / N:29979.36,E:-586.0b 11070 <br /> FABRICATED CHDPE BE <br /> [60 PIPE(APPROX.) (FIELD VERIFY LOCATION) €WEST _- /// _ - ,,ice' - .� <br /> r (REF. DWG.411) 11oso—� ` - `_ �—%-i � `^� - - EXISTING GABIONS. <br /> _ INTERCEPTOR / s - <br /> STA. 178+94 (REPAIR OR REPLACE \ \4 <br /> REPLACE EXISTING � - ��_� - AS NECESSARY),REF. <br /> INLET OVERFLOW r .' DWG 411 S <br /> �- CULVERT W/24"DIA. <br /> CHDPE PIPE <br /> ACCESSROAD <br /> r _ _ <br /> o <br /> EDGE OF ROAD - \ <br /> AC ROA STA.184+14 <br /> - ^ <br /> ✓ e _ y 1tO40 _ DRAINAGE INLET <br /> - , STA.179+20 -- - _ <br /> _.- - — N•29640 39 E 8 203. 9 e <br /> > z / SEEPAGE BARRIER _ _ -- ll" ' _ @ c 60"PIPE(APPROX.) <br /> ur / >/y �✓�/ (REF. DWG.408) <br /> " - (REF DWG 411)E to <br /> HORIZONTAL ALIGNMENT OF NEW 60 PIPE TO <br /> s <br /> �- _,_ , _ - � �,� _ � ` -- �• � ` --- � ____ ``- �"= FOLLOW ALIGNMENT OF EXISTING 46"PIPE. <br /> x .F` _ - e �_ EXPOSE EXISTING PIPE AT 100'INTERVALS AND <br /> z �y _ - `-- SURVEY PRIOR TO REMOVAL. FIELD <br /> E r ..-.-„ <br /> ADJUSTMENTS MUST BE APPROVED BY THE <br /> is 1108 11085 <br /> REMOVE 46"DIA.CMP, <br /> E REPLACE W/60"DIA.CHDPE PIPE <br /> U 1108 11080 <br /> LL C9 <br /> W Z Q. <br /> X In W_ <br /> N1107 n 11075 <br /> U + o mLLI <br /> + I- +W Z <br /> n 1107 11070 <br /> Q + <br /> d N U ~W Z_ <br /> 11D6 Q 11065 <br /> qN <br /> C] <br /> 0 1106 1080 <br /> MIN 3.5'FILL OVER APPROX.2006 F <br /> o w _ _ __ __ _ TOP OF PIPE W <br /> 11os — —— — —— — GROUND SURFACE Voss W <br /> V Z Z <br /> O — p <br /> ---- - — — — — F- <br /> LL j 110 11050 j <br /> W W <br /> W LE W <br /> 1104 PVI STA.178+00.00 1045 <br /> EL. 11047.758 PVI STA.178+97.00 <br /> in EL. 11046.900 S=-0.99% <br /> PIPE INVERT A PROX= INVERT OF <br /> 0 1104 11 O40 <br /> PVI STA.184+1 COD = <br /> EL 11041 800 PVI STA.187+00.00 <br /> a <br /> EL.11039.108 <br /> 1103 1035 <br /> 0 3 1. HORIZONTAL AND VERTICAL CC NTROL DATA IS BASED ON CLIMAX <br /> 3 +m COORDINATE SYSTEM. <br /> 1103 c J 2. CONTRACTOR IS RESPONSIBLEFOR UTILITY LOCATES. 11030 <br /> 3. BASE TOPOGRAPHY MAPPING F ROM AERO-METRIC,INC.SEPT.2006 <br /> 3 1�i• AERIAL SURVEY. <br /> to 4. MINOR FIELD ADJUSTMENTS O ALIGNMENT ALLOWED WITH FIELD <br /> Z 1102 1025 <br /> ENGINEERS APPROVAL. <br /> 5. VERTICAL ALIGNMENT OF TOP OF NEW 60"PIPE TO MATCH <br /> g ELEVATION OF EXISTING 46"PI E. <br /> c 1102 1020 <br /> c 178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 18+DO <br /> NO. DATE MADE BY CKD.BY REMARKS DRAWING NO. REFERENCE <br /> •This drawing together With any and o//additions, �, Climax Molybdenum Climax Mine <br /> Q 05/18 TEM SMM ISSUED FOR BID correclianS changes and otterollons thereof is the ,?Climax Molybdenum INTERCEPTOR,REHABILITATION PROJECT climax,co <br /> 03119 DCM SMM ISSUED FOR CONSTRUCTION property of Climax Molybdenum Company and is p _ _ <br /> o p furnished on the express condition that it sholl W A Freeport-McMoRan Company WEST INTERCEPTOR CULVERT REPLACEMENT(PHASE D) 9/1/16 <br /> N not be reproduced, copied, lent, or disposed of U DCM As Noted <br /> c > directly or ibdirectly, nor used for any other W DRAVI9NG NO. <br /> purpose than for which it is specifically furnished W 37CC 5.Incn STAeeT PLAN AND PROFILE 1211/16 <br /> 8 without the prior written consent of sold Climax LL W.W.WHEELER E —Ewoua,Co 801 10.3405 SMM <br /> 0 P W ' s,ABBOCIATEW, INC 3C3-761-413C 3-520-00405 <br /> Molybdenum Compaay." w•,•.a••°",e.e En9,n•ss rnx 3C3-761-2BC2 STA.178+00 TO 187+00 ... QQ <br />