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CUT DOSING SEPARATOR <br />GE07EXIU <br />FUSION TAELD NEW GE <br />TO DOSTNrG ) <br />REMOVE DOSING SOIL AS <br />NECESSARY FOR GEOTEXAE <br />SEPARATOR OVERLAP() <br />DOSTNNG GRANULAR <br />DRAINAGE LATER <br />GEOTEXEx TNiS <br />DOSTN�iG <br />FOUNDATION <br />MATERIAL <br />15' <br />CC <br />C 1 <br />W tt <br />Z <br />NUj <br />� <br />EXPOSE AND REMOVE EXISTING <br />PROTECTIVE PLYWOOD <br />FLOOR LINER <br />SYSTEM DETAIL <br />�,. a <br />65 <br />. . <br />2• `. <br />-" 1=111=1 11=1 11=1 11=1 11=1 I I <br />1=1 I I-1 I I-1 I F <br />BASE LINER SYSTEM TIE-IN <br />AREA 2A TO MODULE 2B <br />SECTION rD <br />,� = C01 C11 <br />2' <br />0 I ,,nano <br />SAH SAH <br />JVR <br />VARIES <br />INSTALL 6 FT T—POST 50 FT ON—CENTER <br />MAX DEPTH OF T—POST: 1 FT <br />WESTERN ANCHOR <br />TERMINATION TRENCH <br />SECTION rF <br />," = 2' C01 C11 <br />DATE OF ISSUE: 11/13/2018 <br />EARTHFILL <br />� OESS <br />0 V . h <br />DESIGNED BY: SAH S i <br />DRAWN BY: SAH �. C <br />* EXP. <br />� <br />CHECKED BY: JvR �- <br />CIVIV <br />--— - - _ - APPROVED BY APPROVED BY: JVR l� OF C M_ �F <br />REV. NO. DATE DESCRIPTION DRAIN BY DESIGNED BY CHECKED BY ', <br />This drawing has not been published but rather has been prepared by Geo—Logic Associates, Inc. for use by the client named in the title block, solely in respect of the construction operation, <br />and maintenance of the facility named in the title block. Geo—Logic Associates, Inc. shall not be liable for the use of this drawing on any other facility or for any other purpose. <br />1 FLOOR LINER <br />11 ciaSYSTEM DETAIL <br />SEE SECTION A <br />ON SHEET C10 <br />100, <br />T <br />6' DIA. SDR 9 PERFORATED <br />HDPE LCRS PIPE <br />2' <br />1 <br />2' <br />7' <br />lr <br />FUSION WELD NEW GEOMEMBRANE W <br />TO EXISTING GEOMEMBRANEO) z <br />OPT` LINER 2 <br />fV D�IUL t1 C1 <br />W <br />I x i ! <br />T <br />EXISTING <br />I .. �. . <br />GE 2 <br />X -- v v v V •V V Y ••V •- f•�•1[' Y •Y Y Y Y <br />EXISTING <br />GEOMEMBRANE <br />EXISTING GCL. <br />EXISTING <br />FOUNDATION <br />MATERIAL <br />BASE LINER <br />SYSTEM DETAIL <br />2 <br />PROTECTIVE PLYWOOD COVER <br />ANCHOR TRENCH BACKFILL <br />GeomLosicA S S O C I AT E S <br />143E Spnng Hill Dr, 'Grass VaNey, Califomia 95945 <br />geo4ogic.com 1530.272.2448 <br />EARIMLL <br />INSTALL 6 FT T -POST 50 <br />FT ON -CENTER MAX DEPTH <br />OF T -POST: 1 FT <br />PROTECTIVE <br />PLYWOOD COVER <br />MODULE 2B <br />2' <br />z� <br />SIDE SLOPE LINER SYSTEM TIE-IN <br />AREA 2A TO MODULE 28 <br />SECTION E <br />LCRS PIPE .TERMINATION <br />WESTERN ANCHOR TRENCH <br />SECTION G <br />1"= 2' CO,C,1 <br />1. VERIFY EXATM WMAAVATONS AND LOCATION PRIOR TO <br />FOOTHILL SANITARY LANDFILL <br />COPISTRUCTION OF LOM SY'STI`W IF 0IFFERENT, NOTIFY ENGINEER. <br />DETAILS <br />DRAWING NO. <br />C11 <br />AU17.1254 <br />ISSUED FOR CONSTRUCTION <br />