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NOTES: ................. ...... .......... . x I AS DESCRIBED IN THE SPECIFICATION ............ (SECTION 02535),THE CONTRACTOR SHALL CONSTRUCT CROSSING POINTS OVER --SHT-10- ------ TIONS WHERE LEACHATE PIPES AT THE LOCA THE CONTRACTOWS TEMPORARY ROADS CROSS THE PIPES. X 1.7 X 4' 2. CONTOURS SHOWN WITHIN THE EDGE OF r �;�SEE NOTE 7 SEE NOTE 7 SEE GEOMEMBRANE LINED AREA REPRESENT THE ELEVATION OF THE HOPE GEOMEM3RANE CONTRACTOR SHALL MAKE NECESSARY ADJUSTMENTS TO ALLOW FOR THE THICKNESS OF COMPONENTS UNDERLYING THE HOPE GEOMEMBRANE SUCH AS THE CLAY X 86.5 x 87.1 x 87.6 x x 86.7 LINER. 34NCH DIA / ) / / // / ; 3.THE TOPOGRAPHY SHOWN IS BASED ON A FEB iri PERFORATED =RATE. I j HOPE PIPE(TYP) 1� 1 2D07 AERIAL SURVEY.THE TOPOGRAPHY K4,S HOPE PIPE(TYP) -------- SINCE BEEN MODIFIED IN SOME PORTIONS OF x THE WORK AREA.THE CONTRACTOR WILL x X 6. -4 SURVEY THE WORK AREA PRIOR TO x CONSTRUCTION. T 1 f ------------ 4.CONTRACTOR SHALL REMOVE EXISTING Q- CHANNEL AND DISPOSE ONSITE AS DIRECTED I if DETAIL C:::D < BY OWNER S. CONTRACTOR SHALL ROUTE 34NCH NON x 85.7 85.0 y- 84.6 X x 84.9 3,3 PERFORATED PIPE TO A TEMPORARY LEACHATE TANK(SUPPLIED BY OWNER), PROVIDE NECESSARY PIPE SUPPORTS, FITTINGS,AND VALVES AS DIRECTED BY J OWNER. .2 til ------------- x 83,7 6. IF EXISTING SOUTHERN TERMINATION BERM is PIPES VStg;i� LESS THAN 3-FT HIGH,PLACE ADDITIONAL 82.4- CONNECT _pit: WYE CONNECT AND EXTEND COMPACTED EARTH FILL TO RAISE THE BERM 3-INCH HEIGHT TO A MINIMUM 3-FT. 14 I PEr HOPE GRAVEL TRENCH X V 7. EXTEND LCRS PIPE THROUGH TERMINATION /,X36 BHT BERM GEOMEMBRANE USING HOPE BOOT. ty it ! i X 8 0.4 7 BHT 8. THE CONTRACTOR SHALL PROTECT THE X2 x 78.6 x 8'/4 EXISTING WMU FU-06 LINER SYSTEM X �Z. THROUGHOUT WMU FU-08 CONSTRUCTION. V) X 'R 9. THE CONTRACTOR SHALL VERIFY THE X LOCATION OF THE TOE OF THE EXISTING OD ZZ: o" 0) SOUTH.NTERMINATION BM AFTHETOE OF THE SOUTHERN TERMINATION BERM M x 78,9 x 7&BI V z 2 6,5,2 "a 'SHTIO BLENDS INTO THE SLOPE,THE CONTRACTOR X 78,6 UNIFORMLY SHALL BASE GRADE ON THE NORTHERN TOE C14 0 00 FROM SOUTHERN TO OF THE SOUTHERN TERMINATION BERM. 0) SOUTHERN TERMINATIO %N < N BERM i.3 - ---------- ------- EMMNTIN 10.CONTRACTOR SHALL REGRADE,AS < 0) C DF-suaGRADefu-L SLOPE, m-tc EE$LQIEIt' -) C"' C4 -------- NECESSARY,TO MAINTAIN POSITIVE FLOW TOWARDS DOWNDRAINS. Of- X 78// ------ is 00 APPROXIMATE ------- 11.REGRADE AREA AROUND SOUTHERN 0)< c -.CREST OF SOUTHERN cy) X 34NC-HNW TERMINATION AT THE TOP OF CHANNEL TO jTRFORA1W IN MAINTAIN POSITIVE FLOW TO THE EAST. ..--4SEEMTE4=1-:: PE NEdr USING J POINTS------NZE CONSTRUCTION CONTROL PO L I POINT NO. NORTHING EASTING ELEV z TEMPORARY LEACHATE TAW X16 2143718.5 636=7.1 19.1 X.. ' ' I• j i 1 j ! 1 i / !I i//, (SEE NOTE 5) X17 2143758.6 6362365.8 UJ SHT 19-8 ui 0 X18 2143734.7 6361975.8 71.7 X33 72. X19 2143758.5 6362375.8 22.0 z 38.; x I T < c IX I tilit SEE X20 21437842 8362375.8 34.0 S -If�................. z Lu 41�7=j 63M75.8 35.0 c) < X U) z Q < X22 2144001.1 6362375.8 712 t 1 X23 2144004.6 6361975.8 80.2 0- x X24 2144239.4 6361975.7 85.7 Lu SHT 6-� 27.11 X25 2144474.3_ 6361975.7 90.0 STING X26 2144614.1 636MZ71 92.0 `A\ -Av" X27 2144615.3 6362585.9 92.1 U) M X28 2144620A 6362975.6 92.0 uj 29,4 X29 2144525.9 6363203.6 852 <z U) Amn X30 2144271.0 0 N -;;'ti - CL -34 r 6363171.1 82.0 IL X31 2144177A 6363019.2. 76.0 z X32 21439724 6362686.3 73.6 oo 720 z • X33 :�925 =;31 z cr all if f A % .0 < 9L < f 25.0 2E .4 <0 X X34 NOTE:ELEVATIONSZ Z: < if X22 TO X34 INDICATE EXISTING SURFACE LLJ < J BASED ON 2DD7 TOPOGRAPHY. F-Qf Lo V1 LEGEND <0 a- ix 1� U) z X 26,5 x 2 5.3 APPROXIMATE LIMIT OF WMLJ FU-08 CONSTRUCTION W, 0 �.J�' -`-.._--- � :%•\`•`;• `S� � J J;I r i � �-/��`\„'`'_��L`��'�� lZl�\ 'lj`";i t's'i', ` ,,t'1 i-oo�\ x 24.4 2., N -J- ......... . . . MATCH LINE (SEE SHEET 3) 0 50 100 ISO Sheet-4-of 0 Rev LL