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FT c 6 Paw B' YY Y4. aF AW 5610' A07761U 5611' Y, Y, 4� cs LD o GvI D 0 O B' SIN AM A LF1 10' NPIM MP OF LlAU A 5620' WW/ Ae/s Flt jots 815 811 Aie 1107 am emi AN'/ Ail 1007 Am JAV Will HORIZONTAL CROSS- SECTION DISTANCE - FEET C O............................... ............................... .. s+u.WAr cr �\ smmr C4 ar LA&V SUP monav "saw S t4X c5 C' U ELEV. c C' FT u Li U U •�' A@ A[H Aif. AO Aav AAa A01 �E»r 6OTTLYI AT 5627' A_. AAS AAAV AC. [i�sei:i n'rn>•.y x!{c 2A1I Aw Aoe 'Ylf CgJI va --------------------------- AVA !I)A AAm = TS-_. ... > -'r ------ _- - - - -__ _� - -- ELEV. Ab. -- - ------ -- - - -- - "I' - - - OF POND 5615' }I/A Ara FT su__ -_- _____SUP - _ Arl. we SLDi mi Net ael6 = SPILLWAY MALET 5616' - sre AN' = Me Is- OR LAMED CAP AWiCPAL A9lt9W — se Ail IRE on VALVE AVAKd Lr L EFT 5L42Mr_WI0V m PsOMC 2- GWRrO1"£MAC _ -- - _ y�e, ew T HORIZONTAL CROSS - SECTION DISTANCE - FEET VALVE AVAKWY 107 10' WIDTH MP OF LWM oI .7RSP/ D' Aew AAIa Ae0 .Au ELEV. AAAw FT A@ A0A !JA / A01T0Y of /bra S6 /S3' SPSLWAr mu sm..5' A1J1 sJ. Mrs AIII� AAi aAr A lL7ED 11A911fY COiPAWY A HORIZONTAL CROSS - SECTION DISTANCE HORIZONTAL CROSS - SECTION DISTANCE - FEET PONDS 010 ....... S E AAAi RIP ADW Am AM + - M AAAAr AA w CMMA usrg yy 3 3 3 I VIII u.., III III �: PON /O O 13 10' W rh MP W J Al VALVE AIOI01MLr LEFT Z�F -- _.- -- ...,...Ar A AMVr— - A lL7ED 11A911fY COiPAWY A HORIZONTAL CROSS - SECTION DISTANCE HORIZONTAL CROSS - SECTION DISTANCE - FEET PONDS 010 ....... I VIII u.., III III �: PON /O O 13 10' W rh MP W J Al VALVE AIOI01MLr LEFT Z�F -- _.- -- ...,...Ar A AMVr— - EMERGENCY SPILLWAY DETAILS TrP11.Y. EMOODWY SPILLWAY (ALL PUAM) 744PEZ A UL 917CN 10 FEET OWN �Mr zwf.OV SA7 menu aArnos p >a � IJ IJ is W as u .�!!% • 1O TO b /O SO 60 7O RO 90 -lfifl FLOW (CFS) I I $ Top of Dom 2 2 2 2 O0 J Tropezoldol ChannelEmergency Spillway (A# Ponds) Equal Side Slopes Channel Untng: 11 inch Rock Rip -Rap Manning's n = 0.0595 Slope = a5X NOTE- IN THE CASE OF POND 010, THE BOTTOM OF THE SPILLWAY AS PLACED 1.5 FEET FROM THE TOP OF THE DAM. ALL OTHER PONDS HAVE THE SPILLWAY 1.0 FEET BELOW THE TOP SINCE THESE PONDS ARE DESIGNED TO CONTAIN THE 25 YEAR EVENT. PLAN VIEW SCALE scuE x AaEr Ao 0 12V •••••.••••••. L16TLA1® AAFA LIWT PUN VKW SCAIL- 1' s 60' CROSS -SIrMY Sr" AS MOM AV GGI CROSS -SEMM JAN 0 2 2003 E' Mmerals and Geolor, AAII ELEV. AS! FT 0 as .'x590 E 5 - COLORADO 1153UM FLAB A lL7ED 11A911fY COiPAWY A HORIZONTAL CROSS - SECTION DISTANCE - FEET EMERGENCY SPILLWAY DETAILS TrP11.Y. EMOODWY SPILLWAY (ALL PUAM) 744PEZ A UL 917CN 10 FEET OWN �Mr zwf.OV SA7 menu aArnos p >a � IJ IJ is W as u .�!!% • 1O TO b /O SO 60 7O RO 90 -lfifl FLOW (CFS) I I $ Top of Dom 2 2 2 2 O0 J Tropezoldol ChannelEmergency Spillway (A# Ponds) Equal Side Slopes Channel Untng: 11 inch Rock Rip -Rap Manning's n = 0.0595 Slope = a5X NOTE- IN THE CASE OF POND 010, THE BOTTOM OF THE SPILLWAY AS PLACED 1.5 FEET FROM THE TOP OF THE DAM. ALL OTHER PONDS HAVE THE SPILLWAY 1.0 FEET BELOW THE TOP SINCE THESE PONDS ARE DESIGNED TO CONTAIN THE 25 YEAR EVENT. PLAN VIEW SCALE scuE x AaEr Ao 0 12V •••••.••••••. L16TLA1® AAFA LIWT PUN VKW SCAIL- 1' s 60' CROSS -SIrMY Sr" AS MOM AV GGI CROSS -SEMM JAN 0 2 2003 E' Mmerals and Geolor, AAII ELEV. AS! FT 0 as .'x590 E 5 - COLORADO 1153UM FLAB A lL7ED 11A911fY COiPAWY A X" HORIZON AMM .e r At mil. m A{M MAP AN 2.05.3(3)6 -1 PONDS 010 - 013 LAYOUTS PERMIT AREA WEST OF 27.00 RD