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7-1 <br /> o icy STA.160+35.78 <br /> ` o USED REPLACE CULVERT INLET STRUCTURE <br /> (REF. DWG.409) <br /> t <br /> 3 <br /> f s. <br /> y `�, �\ ,� �\�' �ti..A "\•�` ,tom, �A � \ � � v j ( �( _� <br /> a , <br /> r, <br /> r <br /> f <br /> 1 _ <br /> t <br /> l <br /> \EXISTING <br /> ) <br /> \ \ \ INTERCEPTOR <br /> F - <br /> r <br /> 2 <br /> CULVERT <br /> OUTLET f=— \ \ \\\ \ STA.168+ 5 <br /> �� \ \ " y '' ; 'f i' f` f REPLACE EXISTING <br /> INLET OVERFLOW <br /> ^ \\ > CULVERT W/24"DIA. c <br /> \ \ EXISTING WEST INTERCEPTOR � ^�� ��V`VEST~ �\ \ '� / <br /> J <br /> SEARLE GULCH DIVERSION ' r I = ` �- C PIPE <br /> \ STRUCTURE �` A� INTERCEPTOR�`� VA... / o° V i` - -�-.. --� HDPE P <br /> C <br /> \ . _ <br /> STA.165+65t STA.168+19 \ \ \ o <br /> STA.163+48 INSTALL 11.25 DEG. ' DRAINAGE INLET <br /> DRAINAGE INLET i' FABRICATED CHDPE BEND. N:30127.38,E:-1622.83 C\\ \ <br /> N:30243.03,E:-2071.75 = F o' s` (FIELD VERIFY LOCATION) @ E 60"PIPE(APPROX.) <br /> @[60"PIPE(APPROX) ' / %A <br /> (REF. DWG.411) V` <br /> V� %\ V A lS� �A (REF. G 41 - <br /> \ \\ \ \ \ c \ STA.163 70 <br /> SEEPAGE BARRIER `� !~ <br /> CCESS ROAD <br /> (REF. DWG.408) \. ti A X <br /> I FOLOWALIGNMENMENT TOFEXI EXISTNEVV6ING <br /> PIPE TO <br /> ENT OF EXISTING 46"PIPE. <br /> EDGE OF ROAD \ J - —\ EXPOSE EXISTING PIPE AT 100'INTERVALS AND <br /> 0 1a 3o so ea SURVEY PRIOR TO REMOVAL. FIELD <br /> Scale m'Feet ;11 ADJUSTMENTS MUST BE APPROVED BY THE <br /> ENGINEER. ._._ <br /> 11095-1 <br /> Voss <br /> REMOVE 46"DIA.CMP, <br /> REPLACE W/60"DIA.CHDPE PIPE <br /> 1109 <br /> J It CD 11090 <br /> 1108 w1 F_ 1085 <br /> m a Z N V <br /> 1108 ~§ ¢w +-1 <br /> CD w m� <br /> STA 160+35.78 (a¢ <br /> 1107 > 1080 <br /> CULVERT INLETS 1 <br /> RUCTURE MI 3 5EFD GRADE ER F¢ U <br /> (REF.DWG.409) <br /> E to O 1075 <br /> U <br /> 1107 — —--— — _ _ _ _ APPROX.2006 1070 <br /> GROUND SURFACE <br /> W J --——— — ——— W <br /> LLj <br /> 1111065 EMU= I'll, IIIIIIf 11 1 — — ——— — w <br /> c loss <br /> Z W p <br /> O \ PVI STA.160+35.78 S=-0.96 <br /> n EL.11064.500 E- <br /> E j 1106 11080 Q <br /> PVI STA.163+48.00 > <br /> a � EL. 11081.500 A PROX. INVERT OF s=-1.oa% � <br /> w PIPE INVERT w <br /> EXISTING PIPE <br /> y 110s <br /> PVI STA.168 19.00 11055 <br /> g� EL. 11OS6.400 <br /> S 1105 <br /> 1050 <br /> S <br /> NOTES: <br /> g 1. HORIZONTAL AND VERTICAL CONTROL DATA IS BASED ON CLIMAX <br /> g 1104 ------ 1045 <br /> s <br /> 2. CONTRACTOR IS RESPONSIBLE FOR UTILITY LOCATES. <br /> 3. BASE TOPOGRAPHY MAPPING FROM AFRO-METRIC,INC.SEPT.2006 <br /> 11oa <br /> loan <br /> { 4. MINOR FIELD ADJUSTMENTS OF ALIGNMENT ALLOWED WITH FIELD <br /> z ENGINEER'S APPROVAL. <br /> 1103TO 1035 <br /> APPROXIMATELY MATCH ELE TION OF EXISTING 46"PIPE. <br /> " 6. INVERT OF NEW 60"DIA.PIPE T INLET STRUCTURE APPROX.1.5' <br /> 1103 L WER THAN EXISTING PIPE I VERT. 1030 <br /> 160+00 161+00 162+00 183+00 164+00 165+00 166+00 16+00 168+00 169+00 <br /> 9 <br /> This drawing together With any and all additions, co Climax Molybdenum Climax Mine <br /> ^ A � 8 � sMN � JEOFoasia corrections, changes and atterotions thereof is the INTERCEPTOR REHABILITATION PROJECT <br /> Z property of <br /> .% Gimox Ably denum Company and is o Climax Molybdenum Climax,co <br /> S p 0 furnished on the express condition that It shall w A Freeport-McMoRan Company WEST INTERCEPTOR CULVERT REPLACEMENT PHASE D <br /> 'g m not be reproduced, copied, tent, or disposed of Z ( ) DCM 9/1/16 As Noted <br /> > directly or indirectly, nor used for any other w <br /> $ af 0 purpose than for which it is specXcally furnished w ENaL s.incn 0 801 PLAN AND PROFILE S`MM 12/1/16 DRAWING NO. <br /> w WA W.WHESELER 3031-'761�4130 Bol 10-3405 ��� <br /> Without the prior written consent of said Gimox u_ <br /> ti/olybdenum Company.' "s"",�®,E"s;"""„ Fq%303-76 -2802 3-520-00403 <br /> STA.160+00 TO 169+00 Qo <br />