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OVERHEAD ELECTRIC <br /> - - POWERUNE HE <br /> � OwE �3-�`T 4540 4540 <br /> t. <br /> 41SWR-5 Xj-'� - — r30.Op '��= 45' _ _ <br /> - __ <br /> 4 20 _.._ 2 T\� WL E=-4524 _ _EE45267 __ _____________ <br /> - \ \ \ _ 2 — — — EXISTING GRADE (Nvl <br /> H <br /> —a SOP — --- .. - <br /> - PROPOSED PLATFORM <br /> 1 bSWR7 45 0 4 20 <br /> _ , <br /> 24.00 04� = - 4'MIN.O O <br /> 0 4500 F <br /> TIE TO EXCAVAT01jS ---• -------- <br /> '� 'SLOPE SEE SHEET ib ��2 — — — — — — —�� — — — — — — — — <br /> PROPOSED __ - --_' _—,.—s 00 w w <br /> I EM MENT i \ ESTIMATED SUITABLE r <br /> - •Sp �\ 4480 BEDROCK CONTACT 4480 <br /> 5�r - - 4460 - 4460 <br /> SA-4 -200 -150 -100 -50 0 50 100 1so 200 <br /> STATION 14+00 A <br /> r XIS OWERPOLE 8 1 5 5 <br /> - OHE TO BE'REMOVED - <br /> PRIOR TQCONSTRUCTI ON _ <br /> aria 5 5 0 4580 4560 <br /> I <br /> 4540 3:1(H 25IS' 3,1 MV1- ____ _ _ _ ___ _ 4540 <br /> T r � <br /> �' <br /> o� TIE TO EXCAVATIONS F -- '^�: <br /> t + SLOPESEESHEETIO i ' i �i , HWL EL=4524 --- EL=4528.8 '---------- <br /> a _ \ 4446 r g — _i — — — _ _ — — — — --� ___ <br /> i ? * 4520 LL <br /> r b , 0 EXISTING GRADE-. 4:1�H'�-' PROPOSED PLATFORM 4520 z <br /> n b , ' _ _--' - SLURRY WALL O_ <br /> 1 r I F _-' _ 4 MIN. ~ <br /> SWR T Y b r! - - _:-I', r 4500 _--_"— � — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — 4500 w <br /> - - b 1 j w <br /> ESTIMATED SUITABLE w <br /> a t a b' A $ BEDROCK CONTACT <br /> T II r SOUTHWEST RESERVOIR = 5 5 44e0 4460 <br /> 1 b LENGTH 7576 FEET <br /> A�2EA 86.3 ACRESiS+ b b r <br /> 4460 4460 <br /> t�l 18` -200 -150 -100 -50 0 50 100 150 200 <br /> r:� `� STATION 18+00 B <br /> ` r r <br /> 4p5 <br /> ..,_i <br /> 7a <br /> 4,411 7rBsvR.e 3:1(H:V)g 4540 25' 45' 4540 <br /> ___ ._______EC=4531.5HWL EL=1524 <br /> ��I. •, fi /''' t _.__ ___... 45 _. ^1'`j,TA/311N'� PROPOSED PLATFORM 4520 <br /> YSAJ0 c.,c -.r.. .. <br /> 3 Q _ EXCAVATION 4 MSNURRY WALL Q <br /> } ; <br /> -------------- 4500 <br /> �;, <br /> _ :r� I ., W - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 3 ISUITABLE { <br /> 4480 BEDROCK CONTACT 4480 <br /> P� ;c �bm T <br /> .I <br /> S,e,_7 4460 4460 <br /> -200 -150 -100 -50 o so too 1so zoo <br /> swRS '\ t STATION 26+00 1 <br /> 3 - \ 155't FEET OF 30'MIXING AREA _ <br /> `�. ADJUST SLURRY WALL ALIGNMENT !% r 50' <br /> IN FIELD IF NECESSARY PROPOSED PLATFORM <br /> 4540 15' 35' 4540 <br /> _ HWL EL•4524 EL=4531 5 <br /> - - _ IINIII II 1 — _ - — — _ — — — — — _ — EXCAVATION <br /> /S' <br /> _ - I I �4520 4�(H^n EMBANKMENT FILL�/ �EMBANKMENTFNl 3T(N:VJ _ �__ 4520� <br /> .._.,`\ � _ •fir- 64spp -_ Z - --_ d 2:1(H:V) ' E:�IST:GG G-r.CE_., 'ALL <br /> a <br /> ss.00 �_ ° ----------------------------------- ---�-- - ----------........ <br /> ---- --------------- ---- ------- o <br /> F 4500 <br /> _may a500-.. I 50 <br /> _ SLURRY WALL <br /> 5 �•:- � _- _ o 0 a <br /> ,-]p-'--_ `a6op_____ ,i`" �ES7IMATED SUITABLE L�+ <br /> 4 <br /> w BEDROCK CONTACT 4'MIN. w <br /> Sip--------- I 4480 4480 <br /> 'i •Sry l' -_' SJ pp - <br /> , 4 <br /> SA 2 ` _ •�.,_ 75 96 4460 4460 <br /> _ o�' 10SWR-1 -200 -150 -100 -50 0 50 100 150 200 <br /> STATION 42+00 D <br /> � r ---a5?_ THM-14 <br /> n 0,- (LOCATION IS 540'z -Ur Vertical Scale(FT) 0 30' S7 <br /> SOUTH IOF SITE) Horizontal Scale(FT) <br /> NOTE: <br /> FINAL EXCAVATION AND FILL COTOURS ARE <br /> S 1 <br /> 3 SHOWN WITH THE SLURRYWALLLONSHEET 10 STONEWALL SPRINGS QUARRY <br /> K REVISIONS <br /> N3 DESCRIPTION DATE a Slurry Wall Platform Plan <br /> R <br /> 1 FOR CONSTRUCTION 322r16 DW <br /> o Iso' 300 DEERS 6z AU L T sxs^'a CO <br /> iEL]0]BSt t,68 FNc]0]BSr nr... <br /> SCALE IN FEET DESIGNED BY DHF APPROVEp BY DWDJOB� 3T� <br /> LEGEND SEE SHEET 2 DRANN BY: BDC DATE: 322/18 0212010.00 5 Of 10 <br /> CHECI�D BY: DV D SCALE AS NOTED <br />