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C.OLA
<br /> 1 r .._.`.._ ! -•' ..J�y_ , NOEP FORAYED NOTES
<br /> ON E
<br /> ` d (EE NOTE 51 THE CONTRACTORS TEMPORARY ROADS CROSS THE PIPES. LOCATIONS WHERE
<br /> HDP PIPE t,q9 DESCRIBED ON THE SPECIFICATION(SECTION OdS35.THE CONTRACTOR$HALL
<br /> • S CONSTRUCT CROSSING POINTS OVER LEACHATE PIPES AT THE
<br /> HT) 1 $
<br /> ` CONTOURS SHOWN WITHIN THE EDGE OF GEOMEMBWWE LINED
<br /> ;J1W 2 AREA REPRESENT THE ELEVATN]N OF THE HOPE GEOMEMBRANE.
<br /> 9
<br /> 2219 Ik19/'I '\`
<br /> w r UNDERLYING THE HDP
<br /> GEOMEMBRANIE SUCH AS TME CLAY LWER E E
<br /> I I ;1 ' I � N I _- �i OR SHALL MAKE NECESSARY STMEM3 TO ALLOW
<br /> OR THEC
<br /> ,; THE ELEVATIONS SHOWN M THE SUMP REPRESENTS THE ELEVATION
<br /> - f
<br /> 2218 �I. - -1 .,X' - It. ' X20• '`4( ]OF THE HDPE GEOMEMBRANE IN THE PRIMARY SUMP.THE MINIMUM
<br /> ' .,,...
<br /> ELEVATION OF THE HDPE GEOMEMBRANE M THE PRIMARY SUMP SHALL
<br /> NOT EMEND BELOW ELEVATION 7-FT MSL.
<br /> / 3121 I� -y --t / a "- q- I'" I •\\ `r- 4.THE TOPOGRAPHY SHOWN IS BASED ONAFEB 2W4 AERIAL SURVEY,
<br /> 182 ._ ..
<br /> 22 - - -- / / f _ l THE TOPOGRAPHY HAS SINCE BEEN MODIFIED IN SOME PORTIONS OF
<br /> CTOR WILL SURVEY THE WORK AREA
<br /> THE WORK AREA.THE CONTRA
<br /> PRIOR TO CONSTRUCTION.
<br /> �3•N� "'/ /-.1 '1 I ; \ I ��r y I A CONTRACTOR SHALL ROUTE 34NCH NON PERFORATED HOPE PIPE TO BASE OF
<br /> WMU F"4,ANCHOR 3NNCH SOLID HOPE PIPE ON SLOPE USING SLOPE
<br /> A.
<br /> l„ - ,,,^.:.., I "'... `\ ''-Z• STAKES AT APPROXIMATELY 2SFOOT CENTERS AND PROVIDE NECESSARY
<br /> PIPE SUPPORTS,FITTINGS,AND VALVES TO ROUTE PIPE TO BASE OF
<br /> 3119 1. 2%MIN :., \ d,%pi I MM I mI, \ 2%MIN. I 2N_MIN _ WMU FU AS DIRECTED BY OWNER
<br /> B THE CONTRACTOR SHALL PROTECT THE EXISTING
<br /> WMU FLW]LONER SYSTEM
<br /> THROUGHOUT WMU FU4M CONSTRUCT .
<br /> ION
<br /> _ ., �\ 3118 •` \ & '.•�\ .\ _ _ "1....
<br /> •',228N r 1 \..\ € \ \ i i CONSTRlK7gN COIlTROI POMfIS EXISTING WMU AS.BULYPONTS(FOP OF CLAY)
<br /> POINT NO. NORTHING EAS7N3G ELEV P NT
<br /> j ... + . LNG V
<br /> 7065.0 2520.0135.0 3110 7397.0 2519.8 13,5
<br /> ' Iii3 4 �\ I 1 7065,0 3320.0 35.0 3111 7 .Z 252.0 13.9
<br /> - \. K. 1 X3 7122.0 2870.0 7.5 3112 7439.8-----2-5j-9.-6T-j4,
<br /> R E
<br /> XL
<br /> / \\ I SHIT 5 XI 7122.0 2770.0 7.5 3113 7487.3 2519.7 14.9
<br /> XS $.
<br /> ( 1 1 \ 71820 2870.0 8.1 31 id 7633.2 2520.1 1 4
<br /> 2212 t Ir j SHIT 5; I \`` l• \ I XS 7182.0 2770.0 6.1 3118 -7579 3 2520.0 15.9
<br /> 7i�7122'0 3070.0 7.5 311) 7828,8 2520.4 16.4
<br /> Y 1 I t (; 0 3170,0 7.5 3118 7872.8 2520.4 16,8
<br /> i�.1i 1' I Bx 1*`j '. /;. 3® 7182,0 3070.0 8.1 3119 7719.6 2521.1 17.3
<br /> !S \
<br /> X10 7182.0 3170.0 8.1 3120 7767.3 2520.9-17 8
<br /> •(yti S®\ Hi j X11 7222.0 2820.0 10.0 3121 7814.7-2520 9-8 2
<br /> / i '1 \{ I ® X12 7222.0 2820.0 10.0 3722 -7863.8-2520.8-67
<br /> sHr.)t_ ® r
<br /> `r "}7 � X13 7222,0 3020,0 10.0 3123 -7913 8 2520. 19.1
<br /> `. 2210 / ' /- X14 72220 3220.0 10.0 3208 -7114 8 2521.2-11 4
<br /> d f I .g
<br /> X15 7993,9 2620.0 17.2 3211 7161.4-2520.8 11.8
<br /> /X I \5 I 1 X18 7896.8 2820.0 16.8 3212 -7207.3 2519.1 12.1
<br /> X17 7895.5 3Q20.0 16.7 3213 -7255 0 2519,7 12.8
<br /> '. 2zo9 \ 1'',j /' . ' `. I I X18 7883.2 3220.0 16,6 3214 )302.4 2519.5 13.7
<br /> �I� X19 1928,8 2525.0 20.0
<br /> t ` j
<br /> 3 X20 7895.4 3320.0
<br /> /9 7
<br /> 111.,, . -.,�, , ..
<br /> zz,9e '•( i rr - .._D ...,/ x21 7959.7 2520.0 34.7
<br /> ` 1 1 T 5 x22 7925 320
<br /> 5 3 .0 34.7
<br /> s
<br /> X23 -7975 7-2.520 0 35.0
<br /> X24 7940.5 3320.0 35.0
<br /> r 13.5 i`: t' \•� \.,\ r� J .I._ _....\ / I )QS 71220 2720.0 7.0
<br /> 22P7 :,
<br /> N I i
<br /> X28 8 7172.0 31200 _.. TO
<br /> 1 1
<br /> -� WMV FUdJ '\3l1 III : \, x • // I.IJ.. -
<br /> '. APPROXIMATE /`//',[ ACCESS ROAD
<br /> \ :=,LINER LM4lT .. I 4
<br /> 1 � / EXISTING
<br /> (NOTE 6)
<br /> / I
<br /> ` r
<br /> \ I
<br /> X12 X13 X14 I EDGE OF WMUF
<br /> VV LLW
<br /> ... ..../ ._-. l
<br /> -- - - / GEOMEMBRANE LINER
<br /> 220
<br /> l
<br /> POROUS
<br /> ky CMET
<br /> .1 P ...
<br /> y Y
<br /> X1..._..% f%XH-.., LYSIMtt7ER
<br /> .. .2202 .. ....._.
<br /> LEWIS EN GINEERING
<br /> ( ,•F� AK N
<br /> FORWARD LANDFILL
<br /> FUHM
<br /> SAN JOAQUIN COUNTY,CAUFORI4A
<br /> X r
<br /> \ SO
<br /> HTB
<br /> $HTB UTHERN PORTION GRADING PLAN
<br /> SSHTgSHTB $NTB, _ 0 50 100 150
<br /> SHT4
<br /> Ama mw
<br /> t
<br />
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