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OVERHEAD ELECTRIC <br /> PROTECT POWERDNE prrE� <br /> _ POWER POLE - <br /> - -— DURING SLURR <br /> WALL WORK - h .: r OHE _ - - <br /> _a 0 35,0 <br /> - - � 0SA 51 <br /> 701 <br /> o ! 4540 4540 <br /> _ - - 'N swR-� _ 34+Op 3�"y'z-i=� �_ 'p. J .. zs' as' - --------- ---------- ------ <br /> 74 36 0 <br /> 30+00 1 _ J HWL E= 4524 _ ..... <br /> _ _EC=b526.7 ----------___ <br /> ' 28+00 <br /> 7 2 <br /> 26+00-�+ - -w�-- EXISTING GRADE 3llpitVl__ <br /> -4520 <br /> m S 45 0 <br /> _:w, -� - PROPOSED PLATFORM <br /> - 1 _ 2q+� o q - 4 MIN._ �0 0 <br /> t F - 4 F <br /> - v TIE TO EXISTING - _ < _ _ _ _ _ _ _ _ _ _ _ _ _ _ < <br /> EXCAVATION SLOPE _ -- �� <br /> ' ESTIMATED SUITABLE <br /> l <br /> PROPOSED <br /> BEDROCK CONTACT <br /> r I EMBANKMENT. 5 - \ 4480 4480 <br /> 4460 4460 <br /> 00 -5 <br /> 5 6 eT-01_F --- \� Kki <br /> SAS -200 -150 -10 0 50 100 150 200 <br /> f STATION 14+00 <br /> F" EXIS N �OWERPOLE 8 1 5 5 <br /> OHE TO BE REMOVED <br /> PRIOR TO CONMUCTION <br /> I <br /> aapa 4560 4560 <br /> P <br /> 4540 �.� 25 45 3;11 - 4540 <br /> 3 H <br /> / I HWL EL-4524 ,_-- EL�4528.8 <br /> TIE TO EXISTING � `--` � , ,- <br /> __. ... ._..._.. _ ._ - _ ____________ <br /> 8 EXCAVATION SLOPE <br /> < 4g46 g_� <br /> 52 EXISTING GRADE 4:4�H,��'"� PROPOSED PLATFORM <br /> �JL SLURRY WALL <br /> 4 0 __' 4'MIN. 4520 <br /> 4500 <br /> y <br /> l- ESTIMATED SUITABLE <br /> SWR <br /> UA <br /> \ SOUTHWEST RESERVOIR 5A5 ? � 4480 BEDROCK CONTACT 4480 <br /> LENGTH 7588 FEET <br /> a <br /> r AREA 85.9 ACRES r <br /> T 4460 4460 <br /> _ i • _ _200 -150 -100 -so 0 50 100 150 200 <br /> L w STATION 18+00 (—B—) <br /> T <br /> N S5 <br /> i <br /> i <br /> 4580 R ---_ 4560 <br /> 45470' 0 <br /> i <br /> 4 SWR <br /> n <br /> 0 25'�45' �� 454 <br /> _ HWLEL=4524 _ <br /> O SA; 4520 �� M PROPOSED PLATFORM 4520 Z�Z <br /> p EXISTING GRADE ',' p?lH SLURRY WALL O <br /> g \ <br /> B _ F EXCAVATION F <br /> 4'MIN. <br /> 3 3 <br /> S 4500 <br /> UITABLE <br /> 4480 BEDROCK CONTACT 4480 <br /> .4: <br /> SA-7 _ $ 4460 4460 <br /> 'Cw.l a?T -200 -150 50 0 50 100 ,so 200 <br /> \ swR 3 tV�� 11 STATION 26+00 <br /> �. •� TBB't FEET OF L'MDBNG AREA - - <br /> \ ADJUST SLURRY WALL ALIGNMENT IN FIELD IF NECESSARY 4540 50, PROPOSED PLATFORM 4540 <br /> \ ; 15' 35'f� <br /> � , o <br /> HWL EL 4524 EL-4531.5 EXCAVATION <br /> 4520 ..-...- .-._-...--.-..._. .__._..._ ... b:I. 4520 <br /> . - 62+ - �, _ _ ♦:1 IH:V EMBANKMENT FILL EMBANKMENT FILL V, <br /> , <br /> 84rpp. - - 2:1(H:V) STING GRADE SLURRY WALL _�_ _ _________.__ <br /> ��w-- --66r- '� - } __ ________________________________1___ __ ___ ______ _____ Z� <br /> ,g ` _-{-- — _ °sp?_, _ _____ _____ _ _ _ _ — — 4500E <br /> \+ aSOD__ _ "' al ESTIMATED SUITABLE 4'MIN.J <br /> BEDROCK CONTACT w <br /> 70+00 - -_ 5i57� 4480 4480 <br /> g o on }I <br /> ®SA-1 ��# -� 78 88 4460 T� 4460 <br /> -2D0 -150 -100 -50 0 550 200 <br /> � + m swR 1 0 100 1 <br /> STATION 42+00 D <br /> THM-14 5 5 Vertical Scale(FT) 0 30' 60' <br /> (LOCATIONIS 540't <br /> SOUTH OF SITE) Horizontal Scale(FT) 0 30' 60' <br /> / NOTE: <br /> FINAL EXCAVATION AND FILL CONTOURS ARE SHOWN STONEWALL SPRINGS QUARRY <br /> S WITH THE SLURRY WALL ALIGNMENT ON SHEET 10. <br /> t9 REVISIONS <br /> NO DESCRIPTION DATE BY Slurry Wall Platform Fill Plan <br /> 1 FOR BID 322/16 OWE <br /> r 0 150, 300' 2 SW REALIGNMENT Brzsm D D E E R E & A U L T s°°s^'� �,,�.�`o,;°s"IrE'05 <br /> 3 FORCONSTRUCTION 10/13/17 DWE. rEL wa ssi rase rnx xa-r.� <br /> SCALE IN FEET DESKiIF.D BY: DHF APPROVED BY: DWD JOB NO. SHEET: <br /> e LEGEND SEE SHEET 2 DRAWN BY BDC DATE 31 16 0212+010+00 5 of 11 <br /> CHECKED BY: DWD SCALE:AS NOTED <br />