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5070, 1 111 _ r -- 5070 <br /> 9JY 57S"\ EXSTAfs CoRGT�'r\9^ <br /> •�. •. -. <br /> 7 O' <br /> -70,r I Req,24-._� --F <br /> 5060; y ¢ - Zri LF.;w r s�z ora ry o�sz- _ -- -�.rt. 060 <br /> 5050 - '24"ru see st�✓E <br /> ! 3/4 i'SS. Th11?D. a CO <br /> al 2- Yv41� <br /> id s�t.t' _. -._ -._.. WALL.PRE /M= 505 <br /> SEE DWG 5�50' <br /> Jj 0 <br /> HS-61 SEE DWG <br /> FOR INLET n HS-62 <br /> BOX i TRANSFER <br /> 5040I-- BOX 504 <br /> 5030 503 <br /> 1 MV.?4,0t <br /> 502 O._ -I 20 40 60 80 I 5020 <br /> 00 120 140 160 180 200 220 2,10 260 280 <br /> 300 <br /> RESERV01 R 2A BYPASS <br /> Goose Haven Reservoir 2A SCALE:1'- 10' <br /> Merrick Company <br /> Reservoir 2A Overfhw'Weir Table Reservoir 2A Primary Outlet Caoaciry Table <br /> Reservoir No.2A Pool Ofsd lrg. Reservoir No.2A Pool Reservoir No.2 Pool Mscharge <br /> Elevation(ft) (6lsj Devatbn(ft) Elevation(ft) (cfa) <br /> 5062.0 0.0 5062.0 so51.o 35.4 <br /> 5062.5 5.6 5061.o %51.0 33.7 <br /> 5063.0 15.9 5060.0 5051.0 32.0 <br /> 5063.5 29.2 5059.0 5051.0 30.1 <br /> y 517 33.7 so5B.0 5051.0 28.2 <br /> 5 .0 45.0 S057.0 5o51.0 26.2 <br /> Weir Length(L)= 6 fi 5056.0 5051.0 23.9 <br /> Weir Invert= 5062 ft s055.0 5051.E 22.3 <br /> Ccoerf-f= 2.6 5054.0 5151.0 3R.5 <br /> 5053o 5051.0 15A <br /> 5052.0 5051.0 10.7 <br /> 0 <br /> m -_ <br /> - ts.r• <br /> - Ira .tee @rain. rsf.A,Ydert <br /> s.e 0u <br /> Res«,rvoir 2A Pool Elevation;ltj <br /> 0 Reservoir 2A-Print.-I:,ullet Capaclty:;wvc <br /> -.. aaJ, _ - ,', <br /> W 35., 12.0 3:i <br /> 30 J <br /> 8.2 <br /> 2l 9 <br /> w <br /> j 11i.5 <br /> ?S.t <br /> -• l0-7 <br /> 5057,0 5059.0 10617] <br /> q--vair 2A Pool Eleva:i.',,(ft) <br /> 'As -R--ir2Pual Mvefis 1ft aboveHWL=S05I.0' <br /> >; Q.\Denver_North\Projects\8295-03 Rock Products Goose Haven Dam Break\DESIGN\3 Drainage\Dam Break <br /> Analysis\Calculations\Overflow and Primary Outlet Capacity Curves <br /> Y <br /> RESERVOIR 2A - OVERFLOW E PRIMARY <br /> OUTLET CAPACITY CURVES <br /> CLIENT <br /> GOOSE HAVEN RESERVOIR SHEET <br /> - - CITY OF LAFAYETTE ROCK PRODUCTS OF COLORADO, LLC a s ,t :' BERM SECTION HS-64 <br /> -- - <br /> P.O. BOX 893 ®®� MERRI 'a�� RESERVOIR 2A BYPASS PIPING DHawsNcr+29 OF 29 <br /> s _- - --- ---- BROOMFIELD, CO 80038 ®� <br /> GRAPHIC CALE AND OVERFLOW/PRIMARY OUTLET ON <br /> +r' } ' <br /> _- -- - •�-' CAPACITY CURVE D <br /> I � , <br /> NO. DATE REVISIONS BY CK PLOT DATE APPP,OI•EO DATE DESIGNED CHECKED LEI?r.NTI CONTRACT DATE JOB rf SCALE <br /> November 12, 2020 RCM,MJG RCKMSC I MJG 65418295RP DEC. 2020 65418295RP " -1C:' <br />