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\ 4520 4520 <br /> Fr21Y---i <br /> 4510 1510 <br /> / 4500 — 4500 <br /> • \.,\ CREST \\ � — — — — — —�EL-"94.0- — — — BEDROCK ROAD \ id 4490 4490WNSTREAM <br /> \ \ 4t80 APRON 4480 <br /> `..\ �� -80 60 4l1 -20 0 20 40 80 80 <br /> A s E STATION 0+63 <br /> 11- <br /> \ <br /> �\ \ SLURRY WALL 45404540 <br /> ROAD CROSSING <br /> (SEE DETAIL SHEET 9) �, 4530 45W <br /> 4520 F�18' 20' 18'---1 4520� <br /> - <br /> \ , F <br /> �1510 (H:V)--EL>K507.0_-6:1 lH:Vl.—'- - 4510� <br /> w 5' w <br /> 45W INTERMEDIATE T 4500 <br /> BEDROCK <br /> CUTOFF WALL— — <br /> 40 so so <br /> STATION 1+35 a <br /> 4540 4540 <br /> 0+00 0+50 1+00 1+ 2+00 I 2+50 <br /> F--20'�I <br /> _ _ _ _ _ _ _ _ -i I+ -- -- -- -�I- --+--- ���r�--+--I 4530 <br /> 20' <br /> i � 4530 <br /> Z r____________��t EL�4520.0 4520 O <br /> SLURRY <br /> SOUTHWEST I / W 4510 I�WALLRYWALL 4s10 <br /> RESERVOIR �� <br /> /- 45001 1. 1 4500 <br /> -60 -60 -40 -20 0 20 40 60 80 <br /> SLURRY WALL STAT1ON2+07 e <br /> ROAD CROSSING 11- <br /> (SEE DETAIL SHEET 9) 4540 4540 <br /> 45• E 45M 4530 E <br /> CREST <br /> ROAD (H:V) 10:11N:V1 <br /> 4520 ____EL-4.42p.0._______- �_____ 4520 <br /> W ,(I <br /> 4510 4510 <br /> �Y CUTOFF ALL SL -�"' w <br /> 4500 WALL 4500 <br /> SPILLWAY PLAN -80 460 -40 -20 ° 20 40 eo 1 <br /> 0 20• 40 STATION 2+17 e <br /> 11- <br /> SCALE IN FEET 4540 4540 <br /> CONTOUR INTERVAL-2FT <br /> If-20'— 4 <br /> 4530 4530 <br /> g EXISTING Lam, __ .ZZ. <br /> r, 4530 I. 10, �GROl1ND 4530 4520-______________ _____10:1(H:V)______EL4520.0_____10:1(N:V)______ 45200 <br /> 3 APPROACH <br /> APRON SLURRY <br /> € 4520 " 1520 <br /> c __- CHANNEL 94VERT SLURRY i WALL <br /> --- UPSTREAM I EL-4520* w t510 W,� 4510 w <br /> 9 pF= 4510 't tit") CUTOFF WALL � W$ 4510= <br /> % < F�2d�i SLURRY WALL SLURRY WALLi� 4500 a0 .Bp q0 -20 0 20 40 80 BO 4500 <br /> INTERMEDIATE CF_NTERLINE I LEAD-IN TRENCH € Gi 1500 <br /> N a5oo ----- — — — — — — — — curoFF wALN_ — — — — — — — — — — — — — — — I cROBBING — — $j H STATION 2+80 E <br /> E T <br /> 4490 I — — — — — 3 tj 4490 <br /> DOWNSTREAM APPROX BEDROCK CONTACT NOW 0 20' 4d <br /> APRON a I- <br /> 4480 4480 SCALE IN FEET <br /> 0+00 0+20 OHO 0+60 0+80 1+00 1+20 1+40 1+80 1+'W 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 6'��1 6"F�- <br /> 5 STATION(FT) <br /> SPILLWAY PROFILE 111 <br /> 0 20' 40' j i I 4"6— <br /> SCALE IN FEET T <br /> (2)"L"BARS <br /> EXISTING RUNDOWN CLEAT EXISTING I 1d I VARIES W/15"SPLICE LENGTH <br /> SURFACE �. (SEE DETAIL) SURFACE VERT 8 HORIZ NOTE: <br /> (2)12%LIFTS INTERMEDIATE ORM UPPER 12"OF WALL WITH CURB SPILLWAY BENT TO MATCH SLOPE <br /> 20' OF RCC CUTOFF WALL EXISTING INVERT #4's 12" REBAR 3"CLR MIN <br /> SURFACE FORMS(OR APPROVED EQUAL) O.C.,E.W. <br /> 5'S:1 o tV) 5.5:1(N.V) s s:+H;v RUNDOWN CLEAT DETAIL <br /> T 2' 5. 0 2' 4• <br /> 5' APPROX CAST LOWER 4'OF WEIR <br /> BEDROCK (2)12"3 #4's 12' DIRECTLY AGAINST SCALE IN FEET <br /> #4's 12" DovWrtasrREAM CONTACT LIFTS OF O.C.,E.W. 1 TRENCH SIDEWALLS STONEWALL SPRINGS QUARRY <br /> O.C.,E.W. APRON 2. RCC <br /> 1 5' PREPARE SUBGRADE 12'�I Is— SLURRY WALL <br /> 12'�-I If #4'C, 12^ PRIOR TO PLACEMENT REVISIONS $ illwa Rundown Plan,Profile,Sections and <br /> O.C.,E.W. � 1 Spillway <br /> -- NO DESCRIPTION DATE BY Details <br /> I FORBID 3MIC, DN <br /> DOWNSTREAM APRON&CUTOFF WALL DETAIL INTERMEDIATE CUTOFF WALL DETAIL UPSTREAM CUTOFF WALL DETAIL z sw REALIGNMENT erzs/n D D E E R E & A U L T 6006 A R FONT CO TE q <br /> e FOR CONSTRUCTION 10/13/17 D ace Rnx waefii+ace <br /> 0 5' 10' 0 5' 10' 0 5' 10' 4 RESPONSE TO DRUS COMM 12817 D OESIGIED BY: OHF APPROVEDBY: DWD X)BNOfi51 SHEET: <br /> SCALE IN FEET SCALE IN FEET SCALE IN FEET DRAWN BY: BDC DATE 322/i6 0212.010.00 11 of j <br /> e <br /> CHECKED BY: DWD SCALE:AS NOTED <br />