|
---APPRO S CONSTRUCTION LIMITS
<br /> APPROXIMATE WMU FLLM
<br /> _ X]�
<br /> ACCESS ROAD
<br /> !'1 /
<br /> mo
<br /> SEE NOTE CAP 1 ' - NOTES:
<br /> / -__.._ /
<br /> _ CAP I
<br /> T1.THE DASHED OPERATOR DCURRENTLYPLAC9lGREFUSEIN RNT1UARTTHE UT
<br /> URE
<br /> REF11 E CONTOURS.
<br /> AN APPROED ON XIMATELY
<br /> TTHIPLAN DEPICT OF SUBIWEFILL
<br /> t /% _:.. ✓.�Z- .,,. _, •\ I,i( REFUSE PLACED ABOVE
<br /> APPROXIMATELY bFTTMK:KNE.OF Ift-LC NT.UR
<br /> IS ATO BE PLACED ABOVE THE REFUSE,PROJECTED L ADJUST FEL CONTOURS
<br /> -• ` i,I' // ARE NECESSARY.
<br /> ON THE PLAN,THE CONTRACTOR SHALL ADJUST THESE REQUIREMENT.1 G
<br /> / / AS NECESSARv,TO MEET THE a.FT SUBGRADE FEL THICKNESS REOUMEMENT,
<br /> pL
<br /> /i II
<br /> AS DESCRIBED IN THE SPECIFICATION(SECTION 025358 THE CONTRACT
<br /> 2. OR SMALL
<br /> i/ ( \\ �- AT
<br /> X36, THE CONTRACTORS TEMPCONSTRUCT CROSSING ORARY REOADS CROSS HLEACHATEEPIPES.THE LOCATIONS WHERE
<br /> ,�• '! 7 J` \ ` '`\. - _- _ 3.CONTOURS SHOWN WITHIN THE EDGE OF GEOMEMBRANE LINED AREA REPRES
<br /> THE ELEVATION OF THE HOPE ALLOW FOR THE
<br /> CONTRACTOR SHALL MAZE EM
<br /> 11
<br /> NECESSARY ADJUSTMENTS TO AVOW F00.THE THICKNESS OF COMPONENTS
<br /> UNDERLYING THE HDPE GEOMEMBRANE SUCH AS THE CLAY LINER.
<br /> ,
<br /> PERFORATED
<br /> 4•
<br /> PE THE TOPOGRAPHY SHOWN 19 BASED ON A FEB 2tMC AERIAL SURVEY.TME
<br /> Y 1 i I(� }}} -} f I _-�.. \ Xao .. ..•.` TOPOGRAPHY HAS SINCE BEEN MODIFIED N SOME PORTK7N5 OF THE WORK A ARE
<br /> \`..\ .._-.. THE CONTRACTOR WILL SURVEY THE WORK AREA PRIM TO CONSTRUCTION.
<br /> 1 EE NOTE `HOPE �SR1\VEL TRENCH � '--�` SNT�'-� \ 5.CONTRACTOR SHALL ROUTE 3-INCN NON PERFORATED HDPE PIPE TO BASE OF
<br /> PROJFCtEO
<br /> 1 1 i I REFUSE Z(MITOURS I 1
<br /> �I I 1 iy WMU FUM,ANCHOR 3HNCH SOLID HDPE PIPE ON SLOPE USMG SLOPE STAKES AT
<br /> •^� l t APPROX9AATELY 25•FOOT CENTERS AND PROVIDE NECESSARY PII SUPPORTS,
<br /> S� $, OWNER.FITTINGS,AND VALVES TO ROUTE PIPE TO BASE OF WbR!FtYOa AS DIRECTED 8Y
<br /> MOTE 91 OWNER.
<br /> if
<br /> 6.IF EXISTING SOUTHERN TERMINATION BERM IS LESS THAN SFT HN3N RAISE THE
<br /> it
<br /> / '("� •_ ._... t• ' \ \�` BERM HEIGHT TO A MINIMUM EXTSFf.
<br /> ,� T, END LOBS PIPE THROUGH TERMINATION BERM GEOMEMBRANE USING HDPE
<br /> OJEC
<br /> J - BOOT.
<br /> i /
<br /> �U �` WRS /j �! `. \ 8.THE CONTRACTOR SHALL PROTECT THE EXISTING WAN/FU-03 LINER SYSTEM
<br /> X38 SHT,O �, "' 1 ,Tit %JS THROUGHOUT WMU FU.OI CONSTRUCTION.
<br /> S.REMOVE EXISTNG BERM AS SHOWN ON SECTION O W 9.
<br /> n
<br /> \ i 1 ✓�r .._t _- 'iT ..y� CONSTRUCTION CONTROL VENTS.
<br /> �} ...I }30 \\ � CONNECT AND EXTEND ® P. POINT NO NORTWNO EAS7MIC3 E Il
<br /> (�
<br /> , `. L 'T3O1 HOPE PIPE SHT9 P X29 8504.7 2520.0 760.0
<br /> ,l I __r_
<br /> y Y J \�\�\ 11 _ 8487.0 2424.3 150.0
<br /> 1 I I;!!v/y%y, - ��y - X19 8060.9 2177,1 73.7
<br /> �II �;';lei 1 ' �`� `�It^\4-' '_.,` I \ , �^ ...-_ -79965
<br /> U (/1/ f"" / 1 0 L-- ^�- ��L` .. .._. ..- _ )Go -21771 Ill
<br /> X31 8179.5 2520.0 72.8
<br /> ✓ GEOME �I�{IT,(A;�6R - 11
<br /> -J
<br /> '� 1 \ / X!2 61a�2cI3.3 3320.0 77.8
<br /> \� t\, ! � 'l I) Ij '� __'!`"..'!/ sio�•�,.�,' ...JAI r 4 X33 3320.0 n.e
<br /> 1 -y, XI4 8288.7 3370,0 78.8
<br /> II I-�I''III ,/� / I .'" y_ f-___ IJI REMOVE EXISTING SOLID -_ 766 8$03.5 3310.0 84.5
<br /> (1 ' /1 i`! %S:i�..� "'... .00•--�-�.� I HO?EPIPE AND cur PLUL f}� ._
<br /> \ yj f / b -L - r-"'COW7ECT FNOS%TEND- - 8738.4 3370,0 88.2
<br /> j }NCH DIA PERFORATED C ECT PIPES _ X37 8825.6 3318.7 91.7
<br /> 1911 1 �- Q...,/--'',� / - ,l II HOPEPIPB AND GRAVEL US WVE CONNECTION
<br /> \. 1 1 1 j I f''�>D ..`/''k%;:�, �'i� LE v'E"E - __ --•I'; TRENCH ..__ -.. 8827.8 3226.1 .5
<br /> __ 2�� B8.0
<br /> � _..._eMip X 90.3
<br /> QS 8429.6 2808.4 63.8
<br /> X - 78 Xd2 1t r _ ...._sHr9 , X42 8257.2 2604,5 79.2
<br /> .i D -
<br /> NOTE:ELEVATIONS LISTED FOR POINTS X33 TO-2INDICATE
<br /> R3'T' EXISTING SURFACE BASED ON 2004 TOPOGRAPHY.
<br /> %' - -
<br /> TRANSRION
<br /> NEW
<br /> 1 v.
<br /> TERMINATION BERM
<br /> o EXISTING
<br /> BERM
<br /> ( ..._..
<br /> ... / _
<br /> ------.... - ...----...-REMOVE..-. ST -'90 S
<br /> ...
<br /> 'S r .. _ ..- - ... _
<br /> ? _ 60 1 - RANAGE FEATURES �--_ ._? __ � x32
<br /> EDGE OF WMU FU4a
<br /> 60. �._y ...,{�\ GEOMEMBRANE LINER
<br /> i ! ( (i BERM
<br /> SHTB 1•SO'
<br /> - --..w. '+,"� LEWIS ENGIN EERING
<br /> -I
<br /> /' Yf�v I� OAKO.CKIFORNIA
<br /> /'WA(V AP 0 /i/ ,,7' , ,\l` / ... _....._. .. �.' ROUTE 34NCN CIA FORWARD WMU FU-0I 0.L
<br /> Ii O �' NONPERFORATED
<br /> it .. / - ��, I _ .w.M� HDPE PIPE(TYP) SAN JOAGUIN COUNTY.CAUFORN14
<br /> .i/ / '' �S.S� ,/ - SHT T • nA4i" \ 1. ; TO DRAM TO BASE OF
<br /> WMU FUM CELL
<br /> (SEE NOTE 5) NORTHERN PORTION GRADING PLAN
<br /> 4
<br /> ' r.. ASFwvM SHT3
<br /> AFRA 2aa
<br /> t ` ! ^r-,J ;�:' 'l f "` .. f°-. rz c'.�Fc (✓ �.)�¢° r t0 tt
<br />
|