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/ .... ..... 37, / �X 4APPROXIMATE WMU FU APPROX 25'WIDE CONSTRUCTION LIMITS ... ... ._ ... ._ ._. SHT 9 ACCESS ROAD X39 ' �� NOTES: SEE NOTE 7 1.THE LANDFILL OPERATOR IS CURRENTLY PLACING REFUSE IN WMU ART-03.THE 3 ....... - , _. - DASHED CONTOURS INDICATED ON THE PLAN DEPICT PROJECTED FUTURE 88.5 x' ✓ - REFUSE CONTOURS.AN APPROXIMATELY 4-FT THICKNESS OF SUBGRADE FILL IS CAP ' ✓ TO BE PLACED ABOVE THE REFUSE.PROJECTED SUBGRADE FILL CONTOURS ARE '/ / '• - - '- SHOWN ON THE PLAN.THE CONTRACTOR SHALL ADJUST THESE CONTOURS,AS NECESSARY,TO MEET THE 4-FT SUBGRADE FILL THICKNESS REQUIREMENT. AS DESCRIBED IN THE SPECIFICATION SECTION 02535 THE CONTRACTOR r i 2. I ( ). WHERE THE CONTRACTORS TEMPORARY ROADS CROSS THE PIPES. LOCATIONS i SHALL CONSTRUCT CROSSING POINTS OVER LEACHATE PIPES AT THE v 3.CONTOURS SHOWN WITHIN THE EDGE OF GEOMEMBRANE LINED AREA REPRESENT THE ELEVATION OF THE HDPE GEOMEMBRANE.CONTRACTOR SHALL X36' MAKE NECESSARY ADJUSTMENTS TO ALLOW FOR THE THICKNESS OF COMPONENTS UNDERLYING THE HDPE GEOMEMBRANE SUCH AS THE CLAY LINER. L ` - ✓ 4.THE TOPOGRAPHY SHOWN IS BASED ON A FEB 2004 AERIAL SURVEY.THE y l - WORK o TOPOGRAPHY HAS SINCE BEEN MODIFIED IN SOME PORTIONS OF THE 3-INCH DIA AREA.THE CONTRACTOR WILL SURVEY THE WORK AREA PRIOR TO p X40 HDPE PIP (TYP) 5. ONTRAC OR SHALL ROUTE 3-INCH NON PERFORATED HDPE PIPE TO BASE OF PERFORATED �` H E P J .I CONNECT AND EXTEND 1 `•I 1 .3 INCH DIA PERFORATED�r WMU FU-04.ANCHOR 3-INCH SOLID HDPE PIPE ON SLOPE USING SLOPE STAKES AT ! fPROJECTED HDPE PIPE AND GRAVEL TRENCH ' SHT 9 / APPROXIMATELY 25-FOOT CENTERS AND PROVIDE NECESSARY PIPE SUPPORTS, m 1 - REFUSE CONTOURS .I ® - _.._ 1 I FITTINGS,AND VALVES TO ROUTE PIPE TO BASE OF WMU FU-04 AS DIRECTED BY 1 ( �(SEENOTEfi) OWNER. '1n \ 1 i •\ SHT 9 6.IF EXISTING SOUTHERN TERMINATION BERM IS LESS THAN 3-FT HIGH, (NOTE 9) CONTRACTOR SHALL INCREASE THE BERM HEIGHT TO A MINIMUM OF 3-FT. 1 -} 1 ` \ ` ' ✓ 7.EXTEND LCRS PIPE THROUGH TERMINATION BERM GEOMEMBRANE USING HDPE Q T. I � `.,_ _..� 8.�E CONTRACTOR SHALL PROTECT THE EXISTING WMU FU-03 LINER SYSTEM =T 1 �✓ PROJECSE I �® THROUGHOUT WMU FU-04 CONSTRUCTION. " 1 -i S.UBGRAD �(9 ' •� FILL ' S COP(TO)RS` `.,_ X27 •, (SEE NQTE1, 9.REMOVE EXISTING BERM AS SHOWN ON SECTION O/SHT 9. SHT10 -- ��_ X35 Vl I- 1 X28 + _ / ,-" 10.IF NCRTHEASTERN OP DECK PORTION OF CELL IS APPROVED FOR DISPOSAL p 1 1 15 � _ '� '„' ✓ PRIOR TO THE REMAINDER OF WMU FU-04 THE 3-INCH DIA NON-PERFORATED PIPE Q 00 SHALL BE ROUTED TO A TEMPORARY LEACHATE TANK UNTIL THE REMAINDER OF '� N 1 .1_ { 1 _ ✓��✓ --- WMU FU-04 IS APPROVED FOR DISPOSAL. Z cV I' 1 • 4 -I. !; .. _-. i✓ � CONSTRUCTION CONTROL POINTS Z p m CN 00 X41 NNECT AND EXTEND ® HR_ -N p) h30_ �1�� 3-INCH DIA PERFORATED - S 9 X27 T8504.7 2520.0 150.0 p a U ' 60 h K i / -SC9�7 - CA / HDPE PIPEAND GRAVEL'TRENCH PDX28 O R 8487.0 OEAS 2424.3 L 150.0 3 /y. ... - 2177.1 73.7 �U N i N X30 7996.5 2177.1 71.9 O =W v i .120 _: �� `. � _. ..... ........... ___. - ._.. X31 8179.5 2520.0 72.6 C'-Q Z ui EDGE 9F WMU-FU94', ! "� / - X32 8143.7 3320.0 71.8 p) ! / " - : r- X33 8225.313320.0 77.6 d GEOMEMBRAN&FINER '," ':" - -- --- obi s f _ 1 1 ..... .. .'` �� X34 82687 3310.0 78.8 ! //✓ �� z- X35 8503.5 3310.0 84.5 REMOVE EXISTING SOLID - X36 8738.4 3310.0 88.2 a - - _ a / - ,,.-4 .., %/ - HDPE PIPE AND CLAY PLUG," X37 8925.4 3316.7 91.1 S .�.... T00--� CONNECT AND EXTEND �.. 921.6 3226.1 92.5 1 - _ 3 INCH DIA PERFORATED CONNECT PIPES i - - - - X39 8869.2 2808.4 96.0 m n, - ---- - HDPE PIPE AND GRAVEL USING WYE CONNECTION _ i 0- _ X40 8664.4 2808.4 90.3 _ o VE LEAV�EXiSTING-` - r TRENCH X34 X41 8429.6 2808.4 83.6 D EXISTING BERM BERM INPLACE - 79.2 �� _ - NO ELEVATIONS LISTED FOR POINTS X33 TO X42 INDICATE a w i i -SHT 9 -yt= __ _., - ' f NOTE: SURFACE BASED ON 2004 TOPOGRAPHY. ...78.. X42 �..__ - ___5197.9 _-`..._„ ✓ CL 77. - 0 �1 _ -1 �., -� „ - 7f.... X33 ��q p 74 _ ...,.,> .. - 4 ......_ _. TRANSITION NEW a^O 75 _ Z3...... .__-.... ._..._-73 .., ` TERMINATION BERM / -T$ .. .. 72 .._.., _ TO EXISTING D U N TERMINATION BERM 72 J 70 65 REMOVE.:'/.,. _ ... _ ......REMOVE EXISTIN 70 I �: X32 Q ( 6s / �5 . SHT 7 - -�`-�-6D e`. - _ ��... 0 50 100 150 a RAINAGE FEATURES EDGE OF WMU 59 X2$ S .. 55- _._ .... ` 60 /L-� GEOMEMBRANE LINER 1 - w z ._ 50 3 ~ 1 SH F < o T8 / SS .._ _.... . 45 ` '/ S,� LEGEND p0 � 0 EXISTING' BERM _. .. .... 50 L., U MU FU-04 X30 ,, _... ..4S ��.I 1 -ROUTE 3-INCH DIA LIN R CONSTRUCTIONLIMIT � H 40 NON PERFORATED d - .. - -.. TODRAIPE BAS OF �'----- LIMIT OF WMU FU-04 O O SHT/ f, HDPE _ WMU FU-03 APPROXIMATE - -�hQ - � �� , WMU FU-04 CELL E CONSTRUCTION � � LINEIj.NMIT(N071=8) - - - , (SEE NOTE ) _ !� S � ( MA z 1 TCH LIN �E6s, BENCH. HT 7 EET H ) E 4 No.22631 Exp. 12-31-05 A Sheet$of10 Rev