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A B C D E F <br /> APPROXIMATE rk i b r 1 1 1 <br /> a` F RELOCATED ROAD " -- Nli 12 TOP OF LINER ANCHOR TRENCH <br /> \\ l^'� � TOP OF LINER <br /> (SEE NOTE 2) STA 5+00 TO 10+00 <br /> f �/- fi0'DIA ♦� N 199780.9 <br /> / DETAIL <br /> _ OPEN CHANNEL ) C HOPE PIPE �♦ E 18292589 2E <br /> R A i/ TOP OF LINER 10 ELEV 8912.0 D <br /> .8 ELEV 8912 1� l 1ti 1• ` ti ti`, \ �, uR5 Gwen <br /> TOP OF LINER ANCHOR TRENCH ♦ l0' \� __ <br /> { STA 1+00 TO 5+00 / B t \ ``, t ti \ \ t \ l {In r DO6tAA 25n <br /> 3 1 R DETAIL 1 / _ • �� E 1 `t 1 ` 1\.<t, \ + 4\ �` \ \�\ 1 30$9 277o+nr i <br /> a 8 2W 9 .. �1' \�' ; \ _ '-i \�. \'\`L` "\ ; \ \\�•.`\\�\ 3clawswe da.l <br /> POINT 1 0 l". Op �� ,1�\\ ♦\ ` \ '. �\ \ `�\� . .`` \� <br /> TOP OF LWER 5+0 <br /> N 19M 9 ♦♦ ��' BASELINE 4+00- <br /> E 152MMI ♦ 4 `. _ ti <br /> ELEV 8912.0 ♦ g O�r -�' - \ •cotrd aL a01A <br /> POINTI3 �� <br /> / <br /> TOP OF LINER <br /> `_ HENDERSON MILL <br /> 1 ``` <br /> E ELEV <br /> �� PARSHALL,CO <br /> 60'HDPE PIPE w w & ` fee <br /> .5 ELEV8912.2.0 OPEN CHANNELAll <br /> ��\\ <br /> r <br /> 1 POINT 7 TOE OF <br /> N 199887./ SLOPE �. . <br /> 2 ' E 1829328.8 / <br /> EDGE OF 30 MIL ELEV 88TiA �`_ = 2 <br /> r«i PVC LINER <br /> HENDERSON <br /> SIDE SLOPE LINER <br /> SAND SEAM MITIGATION <br /> ANCHOR TRENCH = POINT 14 - �' ' POINT 3 �= <br /> OET E 182907�8 J` _" �- - 182N 199850.9 _ `SIB SLOPE �--- <br /> 1 - f E 9677.3 <br /> ELEV 8888.0 ' z�z ELEV 8881.8 ti�� ER AND <br /> TRENCH DIETAB `� <br /> ' ..l�' ��1���r��'�!• �'�- - i �� .-.���'. � t � ^tip �� "`'' "`„'�•=-L`"-.�� '1;t. - •"` �`'. <br /> TOE ANCHOR <br /> -.•. <br /> F SLOPE LINER �'^-ry "`� �``• '�.,� i <br /> TRENCH DETAIL <br /> APPROXIMATE CONTACT WITH TAILING <br /> SURFACE BASED ON JULY 2014 SURVEY <br /> APPROXIMATE TAILING 0 50 100 i50 SURFACE,JULY 2014 1, <br /> EXISTING HAUL ROAD O V Lie <br /> SCALE IN FEET LEGEND: �� ''�"�'• F <br /> •�� 1Ar'd • • <br /> 3 LpIEDB.,3•,5 OEP/ 3 <br /> OEP tilgpOU S OyEO owlLIMITS OF PVC LINER(ANCHOR TRENCHES NOT SHOWN) y On <br /> C7 l4 z3q a.,s ' PE-39477:xz; <br /> 0DS-4 DESTRUCTIVE SEAM TEST LOCATION i Qz <br /> v <br /> NOTES: ISSUED FOR <br /> O OyS. 1. BASE MAP TOPOGRAPHY DATED DECEMBER 2011.PROVIDED BY <br /> �` <br /> 7 R Dg S• HENDERSON MIL.!_ o.[ <br /> 0(t I l,g tSSLIED FOR CONSTRLIGTION 7•2'IS JWEi <br /> 2. RELOCATED ROAD LOCATION AND ADJACENT AS BUILT <br /> CONTOURS ARE APPROXIMATE,BASED ON FIELD INSPECTIONS <br /> o AND PHOTO INTERPRETATIONS. <br /> NOTE: REVISIONS <br /> 3. CONTROL POINT INFORMATION IS APPROXIMATED FROM AS-BUILT <br /> El1, 3 ROLLS OF MIRAF.WERE DEPLOYED B•1fr15ON THE CREST OF SURVEY PROVIDED BY HENDERSON MILL µ.% DE$cV Pnaj t ATE <br /> c> THE SLOPE FOR THE LINER PROTECTION.SEE DEfA!L <br /> t o rri-ccrocaA,vc+cs 1aA:ts <br /> 4 12 OZ/SY NON-WOVEN GEOTEXTILE 4 <br /> 8 AS-BUILT PANEL PLAN 0 <br /> NOT TO SCALE <br /> ' a <br /> t5 <br /> pEFLO'JED 8•,4 a <br /> b PA1SE�8 r.--��— <br /> P-7A / VRS PROJECT NO Z27AAAC7 <br /> 1 PqN ftS DRAMA(BY RAIA <br /> p E45 OcpLOYEO g'v3 t5 aOS2 11 P7 l / OfpCO J <br /> yE08.7s 7S CHSCK OSY cs <br /> 1 1 P-8 / LATE CREATED <br /> SZCt�6 <br /> 1 i 1 P-6 1 / / PLOT DATE <br /> 1 1 1 P•S I 1 / P-9 j STALE AS SHOW <br /> 1 S REPAIR AREA y l 1 / 1 ACAD VER 97A <br /> 1 P� ` ON 8.16.15 / / P-10 / P-11 / <br /> g 1 1 P•3 I 1 I / SHEET TITLE <br /> 1 1 REPAIR AREA 2 <br /> ON B-16-15 <br /> 5 P t i P-2 y 1 t P•12 J <br /> t 1 NOTES: 5 LINER AND <br /> 1 1 1. PVC L NER PANELS ARE 69.24'WIDE. / 1 P-13 GEOTEXTILE <br /> i 1 1 2. ALL SEAMS NON,DESTRUCTIVE TESTED USING AN AIR LANCE ON PLACEMENT PLAN <br /> OS-1 3. DESTRUCT SAMPLES ACOUIRED ON B-16-15. <br /> 4. REPAIRS MADE ON 6-16.15. <br /> F <br /> 30 MIL PVC LINER <br /> AS-BUILT PANEL PLAN RECORD DRAWINGS 6 <br /> A B NOT TO T <br /> CALE C D E F <br /> SHEET 6 OF 12 <br />