*DIAGRAM
*FREE
ID LANGTRY CHANNEL
ID CENTRAL WATERSHED
ID LANGTRY CHANNEL ULTIMATE CONDITIONS
ID INPUT FILE = LT4.DAT
ID INPUT FILE DATE = MAY 2009
ID DESIGN STORM = 100-YEAR 6-HR STORM
ID STORM DISTRIBUTION = SDN #4
ID MODELED BY VTN NEVADA (MICHAEL SCHWAB)
ID STORM CENTERING = REMOVE OAKEY DETENTION BASIN OUTFLOW (SERIES C)
ID
ID REFERENCED HYDROLOGIC MODELS:
ID LANGTRY CHANNEL BASED ON 2008 MPU (PBS&J 2008)
ID 2008 MPU REFERENCED HYDROLOGIC MODELS:
ID CITY OF LAS VEGAS CITY WIDE HYDROLOGY ANALYSIS (PBS&J 1997)
ID PREDESIGN REPORT FOR I-15 FREEWAY CHANNEL (PARSONS BRINCKERHOFF 1999)
ID FINAL CENTRAL BASIN ASSESMENT (CARTER-BURGESS 1998)
ID HYDRAULIC DESIGN REPORT FOR I-15 WIDENING (LOUIS BERGER 1999)
ID AMENDMENT TO 2002 MPU FOR MEADOWS ALTA PARALLEL FACILITY (CLV, OCT 2006)
ID US-95 WIDENING PROJECT, FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT
ID (VTN NEVADA, MAY 2003)
ID MEADOWS ALTA PARALLEL PROJECT PHASE II, 90% DESIGN (VTN, FEB 2008)
ID OAKEY MEADOWS STORM DRAIN FINAL DESIGN REPORT (PBS&J, APR 2008)
ID MASTER PLAN CHANGE FOR THE OAKEY DRAIN FACILITY, (HDR, JULY 2007)
ID OAKEY DRAIN, BIRCH ST TO CAHLAN DR PRE-FINAL DESIGN PLANS (HDR, JAN 2008)
ID
ID JR CARDS CONTAIN DARFS BASED ON THE FOLLOWING VALUES:
ID
ID AREA DARF
ID SQ. MI.
ID 8 0.880
ID 8-9 0.875
ID 9-10 0.865
ID 10-11 0.857
ID 11-12 0.85
ID
IT5 0 0 300
IO5 0 0
IN5 0 0
JRPREC 0.880 0.875 0.865 0.857 0.85
*
KK1-GOLF
BA0.362
PB2.83
PC0.000 0.020 0.058 0.075 0.099 0.126 0.137 0.145 0.149 0.151
PC0.155 0.156 0.159 0.162 0.169 0.172 0.179 0.189 0.201 0.211
PC0.220 0.228 0.232 0.240 0.246 0.252 0.260 0.269 0.276 0.283
PC0.286 0.292 0.302 0.312 0.321 0.332 0.352 0.376 0.415 0.462
PC0.530 0.610 0.710 0.732 0.756 0.782 0.799 0.813 0.823 0.830
PC0.835 0.844 0.851 0.864 0.885 0.908 0.924 0.944 0.968 0.973
PC0.978 0.982 0.984 0.986 0.988 0.991 0.992 0.993 0.994 0.997
PC0.998 0.999 1.000
LS0 86.6
UD 0.323
*
KKR1-GOLF
KMROUTE 1-GOLF TO C2a-OAK
KMVIA OLIVERO
RD2600 0.0269 0.016 0 TRAP 0 50
*
KK2a-OAK-C
BA0.314
PB2.77
LS0 87.7
UD 0.313
*
KKC2a-OAK
KMCOMBINE R1-GOLFC AND 2a-OAK-C
KMBUFFALO AND VIA OLIVERO
HC2
*
KKRC2a-OAK
KMROUTE C2a-OAK TO C3-ELP-C
KMVIA OLIVERO
RD4000 0.025 0.016 0 TRAP 0 50
*
KK3-ELP-C
BA0.209
PB2.77
LS0 90.2
UD 0.253
*
KKC3-ELP-C
KMCOMBINE RC2a-OAK AND 3-ELP-C
KMVIA OLIVERO AND MECH 0400
HC2
*
KKRC3-ELPC
KMROUTE RC3-ELPC TO C3a-OAKC
KMFACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
KMFACILITY # = MECH 0400
KMLINING = RCB
RD1300 0.0143 0.015 0 TRAP 10 0
*
KK3a-OAK-C
BA0.432
PB2.77
LS0 85.7
UD 0.283
*
KKC3a-OAKC
KMCOMBINE RC3-ELPC AND 3a-OAK-C
KMO'BANNON AND MECH 0378
HC2
*
KKRC3aOAKC
KMROUTE C3a-OAKC TO OAKEYIN
KMFACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
KMFACILITY # = MECH 0338, 0378
KMLINING = RCB
RD2805 0.016 0.015 0 TRAP 10 0
*
KK3-HOLM-C
BA0.331
PB2.77
LS0 90.7
UD 0.342
*
KKR3-HOLMC
KMROUTE R3-HOLMC TO C5-OAK-C
KMFACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
KMFACILITY # = MECH 0334, 0337, 0351
KMLINING = RCP
RD1700 0.005 0.013 0 CIRC 7.5 0
*
KK5-OAK-C
BA0.232
PB2.77
LS0 88.0
UD 0.248
*
KKC5-OAK-C
KMCOMBINE R3-HOLMC AND 5-OAK-C
KMOAKEY DETENTION BASIN
HC2
*
KKOAKEYIN
KMCOMBINE RC3aOAKC AND C5-OAK-C
KMOAKEY DETENTION BASIN
KO1
HC2
*
KKOAKEYDB
KMOAKEY DETENTION BASIN
KMFACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
KMFACILITY # = MECH 0324
KMSTORAGE VOLUME = 201 ACRE-FEET
KMOUTLET = 1-15" OUTLET PIPE
KM100-YEAR DISCHARGE = 32 CFS
KMSPILLWAY LENGTH = 290 FEET
KMSPILLWAY HEIGHT =
KMSPILLWAY CREST ELEVATION = 2348.5'
KMSPILLWAY TYPE =
KMPMF DISCHARGE =
KMTOP OF EMBANKMENT ELEVATION =
KO1
RS1 STOR 0
SV0 2 6 14 25 40 57 77 101 130
SV144 159 174 191 201 206 219 231 244 256
SE26 28 30 31 34 36 38 40 42 44
SE45 46 47 48 48.5 49 50 51 52 53
SS48.5 290 3.1 1.5
SL26 1.4 0.65 0.5
*
KKOAKEYOT
KMROUTE OAKEYDB TO CCOK08
KMFACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
KMFACILITY # = MECH 0108, 0310, 0323
KMLINING = RCP
RD9750 0.0143 0.013 0 CIRC 2.5
*
KKDOAKEY
KMDIVERT ALL FLOW OUT
KMFOR STORM CENTERING
DTDOKY
DI0 100 500 994 10000
DQ0 100 500 994 10000
*
KKSA01-C
BA0.263
PB2.77
LS0 94.5
UD 0.340
*
KKRSA01-C
KMROUTE SA01-C TO CSA05
KMSAHARA
RD5200 0.0144 0.016 0 TRAP 0 50
*
KKSA05
BA0.176
PB2.77
LS0 93.2
UD 0.318
*
KKCSA05
KMCOMBINE RSA01-C AND SA05
KMSAHARA AND DECATUR
HC2
*
KKRCSA05
KMROUTE CSA05 TO CSA06
KMFACILITY = MEADOWS OAKEY DRAIN
KMFACILITY # = MEOK 0217
KMLINING = RCB
RD1276 0.0044 0.015 0 TRAP 12 0
*
KKSA06
BA0.079
PB2.77
LS0 93.7
UD 0.193
*
KKCSA06
KMCOMBINE RCSA05 AND SA06
KMO'BANNON AND DECATUR
HC2
*
KKOK06-C
BA0.174
PB2.77
LS0 91.1
UD 0.302
*
KKROK06-C
KMROUTE OK06-C TO COK07
KMOBANNON
RD5100 0.0147 0.016 0 TRAP 0 50
*
KKOK07
BA0.241
PB2.77
LS0 87.1
UD 0.335
*
KKCOK07
KMCOMBINE OK07, ROK06-C, AND CSA06
KMO'BANNON AND DECATUR
HC3
*
KKRCOK07
KMROUTE COK07 TO COK04-C
KMFACILITY = MEADOWS OAKEY DRAIN
KMFACILITY # = MEOK 0191, 0204
KMLINING = RCB
RD1315 0.0071 0.015 0 TRAP 12 0
*
KKOK03-C
BA0.363
PB2.77
LS0 90.8
UD 0.317
*
KKROK03-C
KMROUTE OK03-C TO COK04-C
KMOAKEY
RD5100 0.016 0.016 0 TRAP 0 50
*
KKOK04-C
BA0.198
PB2.77
LS0 85.7
UD 0.365
*
KKCOK04-C
KMCOMBINE ROK03-C, OK04-C AND RCOK07
KMOAKEY AND DECATUR
HC3
*
KKRCOK04-C
KMROUTE COK04-C TO COK08
KMFACILITY = MEADOWS OAKEY DRAIN
KMFACILITY # = MEOK 0166
KMLINING = RCB
RD1350 0.0045 0.015 0 TRAP 12 0
*
KKOK08
BA0.083
PB2.77
LS0 91.0
UD 0.184
*
KKCOK08
KMCOMBINE RCOK04-C AND OK08
KMDEL RAY AND DECATUR
HC2
*
KKCCOK08
KMCOMBINE COK08 AND OAKEYOT
KMDEL RAY AND DECATUR
HC2
*
KKRCCOK08
KMROUTE CCOK08 TO COK12
KMFACILITY = MEADOWS OAKEY DRAIN
KMFACILITY # = MEOK 0110
KMLINING = RCB
RD2946 0.0077 0.015 0 TRAP 12 0
*
KKCH04-C
BA0.175
PB2.77
LS0 92.7
UD 0.240
*
KKRCH04-C
KMROUTE CH04-C TO CCH05-C
KMFACILITY = MEADOWS CHARLESTON
KMFACILITY # = MECN 0223
KMLINING = RCB
RD3100 0.0204 0.015 0 TRAP 6 0
*
KKCH05-C
BA0.163
PB2.77
LS0 94.3
UD 0.329
*
KKCCH05-C
KMCOMBINE RCH04-C AND CH05-C
KMTORREY PINES AND CHARLESTON
HC2
*
KKRCCH05-C
KMROUTE CCH05-C TO CCH09-C
KMFACILITY = MEADOWS CHARLESTON
KMFACILITY # = MECN 0123
KMLINING = RCB
RD5200 0.0164 0.015 0 TRAP 8 0
*
KKCH09-C
BA0.378
PB2.77
LS0 91.5
UD 0.341
*
KKCCH09-C
KMCOMBINE RCCH05-C AND CH09-C
KMCHARLESTON AND LINDELL
HC2
*
KKRCCH09-C
KMROUTE CCH09-C TO CCH10
KMFACILITY = MEADOWS CHARLESTON
KMFACILITY # = MECN 0061
KMLINING = RCB
RD3300 0.0182 0.015 0 TRAP 8 0
*
KKCH10
BA0.279
PB2.77
LS0 93.1
UD 0.222
*
KKCCH10
KMCOMBINE RCCH09-C AND CH10
KMCHARLESTON AND DECATUR
HC2
*
KKRCCH10
KMROUTE CCH10 TO COK12
KMFACILITY = MEADOWS CHARLESTON
KMFACILITY # = MECN 0000
KMLINING = RCB
RD1570 0.0109 0.015 0 TRAP 9 0
*
KKOK12
BA0.050
PB2.77
LS0 95.6
UD 0.163
*
KKCOK12
KMCOMBINE RCCOK08, RCCH10 AND OK12
KMCHARLESTON AND MEOK 0110
HC3
*
KKRCOK12
KMROUTE COK12 TO CCH14B
KMFACILITY = MEADOWS OAKEY DRAIN
KMFACILITY # = MEOK 0079, 0091
KMLINING = RCB
RD1633 0.005 0.015 0 TRAP 18 0
*
KKCH14B
BA0.217
PB2.77
LS0 90.8
UD 0.356
*
KKCCH14B
KMCOMBINE RCOK12 AND CCH14B
KMHINSON AND CHARLESTON
HC2
*
KKRCCH14B
KMROUTE CCH14B TO COK13
KMFACILITY = MEADOWS OAKEY DRAIN
KMFACILITY # = MEOK 0000, 0048
KMLINING = RCB
RD1950 0.005 0.015 0 TRAP 18 0
*
KKOK13
BA0.099
PB2.77
LS0 92.7
UD 0.376
*
KKCOK13
KMCOMBINE RCCH14B AND OK13
KMFULTON PLACE AND VALLEY VIEW
HC2
*
KKRCOK13
KMROUTE COK13 TO CCAL16
KMFACILITY = MEADOWS OAKEY DRAIN
KMFACILITY # = MEOK 0000, 0017
KMLINING = RCB
RD2450 0.0091 0.015 0 TRAP 19 0
*
KKR1
BA0.086
PB2.77
LS0 90.6
UD 0.210
*
KKPR1
KMREFERENCED FROM THE MPA FOR THE MEADOWS ALTA PARALLEL SYSTEM
KMPREPARED BY CITY OF LAS VEGAS DEPARTMENT OF PUBLIC WORKS (OCTOBER 2006)
KMPONDING BEHIND HOME DEPOT THAT LIMITS DISCHARGE TO CAPACITY OF PIPE AND CHANN
KMDISCHARGE GREATER THAN 90 CFS AFTER PONDING WILL SPILL OUT TOWARD CHARLESTON
RS1 ELEV 10.1
SV0 2.7 3.5
SE10.1 13.7 14.7
SQ0 90 113
*
KKRPR1
KMROUTE PR1 TO CR2
KMPRIMARILY PARKING LOT BEHIND HOME DEPOT
RD2900 0.0103 0.016 0 TRAP 0 50
*
KKR3
BA0.275
PB2.77
LS0 91.3
UD 0.297
*
KKR2
BA0.045
PB2.77
LS0 90.7
UD 0.228
*
KKCR2
KMCOMBINE RPR1, R2 AND R3
KMALTA AND LORENZI
HC3
*
KKDCR2
KMDIVERT PEAK FLOW TO LORENZI STORM DRAIN
KMFIRST 150 CFS GOES EAST ON ALTA, REMAINDER GOES NORTH
KMREFERENCED FROM THE MEADOWS ALTA PARALLEL PROJECT PHASE II by VTN
DTDAL00A
DI0 150 1000
DQ0 0 850
*
KKRDCR2
KMROUTE DCR2 TO CAL01A
KMFACILITY = MEADOWS - ALTA
KMFACILITY # = MEAL 0160, 0209
KMLINING = RCP
RD4300 0.015 0.013 0 CIRC 4
*
KKAL01A
BA0.123
PB2.77
LS0 90.5
UD 0.254
*
KKCAL01A
KMCOMBINE AL01A AND RDCR2
KMALTA AND JONES
HC2
*
KKRCAL01A
KMROUTE CAL01A TO CUS
KMFACILITY = MEADOWS - ALTA
KMFACILITY # = MEAL 0150, 0160
KMLINING = RCP
RD1100 0.0125 0.013 0 CIRC 3
*
KKUS
BA0.030
PB2.77
LS0 90.5
UD 0.171
*
KKCUS
KMCOMBINE RAL01A AND US
KMALTA AND JONES
HC2
*
KKAL04-C
BA0.179
PB2.77
LS0 90.3
UD 0.346
*
KKRAL04-C
KMROUTE AL04-C TO CCUS
KMFACILITY = MEADOWS - ALTA
KMFACILITY # = MEAL 0130
KMLINING = RCB
RD1150 0.004 0.015 0 TRAP 6 0
*
KKCCUS
KMCOMBINE CUS AND RAL04-C
KMALTA AND JONES
HC2
*
KKRCCUS
KMROUTE CCUS TO CAL05-C
KMFACILITY = MEADOWS - ALTA
KMFACILITY # = MEAL 0120
KMLINING = RCP
RD1900 0.01 0.013 0 CIRC 5 0
*
KKAL05-C
BA0.234
PB2.77
LS0 90.5
UD 0.376
*
KKGS
BA0.037
PB2.77
LS0 90.5
UD 0.190
*
KKDGS
KMREFERENCED FROM THE MPA FOR THE MEADOWS ALTA PARALLEL SYSTEM
KMPREPARED BY CITY OF LAS VEGAS DEPARTMENT OF PUBLIC WORKS (OCTOBER 2006)
KMDIVERT OUT OVERLAND FLOW NOT COLLECTED IN MEADOWS-ALTA PIPE SYSTEM
DTDGSR
DI0 27 72
DQ0 0 36
*
KKCAL05-C
KMCOMBINE RCCUS, ALO5-C AND DGS
KMALTA AND UPLAND
HC3
*
KKRCAL05-C
KMROUTE CAL05-C TO CBR3
KMFACILITY = MEADOWS - ALTA
KMFACILITY # = MEAL 0100, 0120
KMLINING = RCP
RD2000 0.01 0.013 0 CIRC 5
*
KKBR3
BA0.074
PB2.77
LS0 91.4
UD 0.157
*
KKCBR3
KMCOMBINE BR3 AND RCAL05-C
KMALTA AND WILDSHIRE
HC2
*
KKRCBR3
KMROUTE CBR3 TO CAL11-C
KMFACILITY = MEADOWS - ALTA
KMFACILITY # = MEAL 0060, 0100
KMLINING = RCP
RD1400 0.01 0.013 0 CIRC 5
*
KKAL09-C
BA0.162
PB2.77
LS0 90.6
UD 0.252
*
KKRAL09-C
KMROUTE AL09-C TO CAL11-C
KMEVERGREEN / DECATUR
RD2400 0.0083 0.016 0 TRAP 0 50
*
KKDGSR
KMRETRIEVE DIVERTED OVERLAND FLOW FROM GS
DRDGSR
*
KKRDGSR
KMROUTE DGSR TO CAL11-C
KMEVERGREEN / DECATUR
RD4600 0.0152 0.016 0 TRAP 0 50
*
KKAL11-C
BA0.130
PB2.77
LS0 94.4
UD 0.316
*
KKCAL11-C
KMCOMBINE RCBR3, RAL09-C, RDGSR AND AL11-C
KMALTA AND DECATUR
HC4
*
KKRCAL11-C
KMROUTE CAL11-C TO CAL10-C
KMFACILITY = MEADOWS - ALTA
KMFACILITY # = MEAL 0015
KMLINING = RCP
RD2500 0.0194 0.013 0 CIRC 6
*
KKAL10-C
BA0.048
PB2.77
LS0 91.5
UD 0.245
*
KKCAL10-C
KMCOMBINE RCAL11-C AND AL10-C
KMALTA AND BEDFORD
HC2
*
KKRCAL10-C
KMROUTE CAL10-C TO CAL13-3
KMFACILITY = MEADOWS - ALTA
KMFACILITY # = MEAL 0000,0012,0013
KMLINING = CONCRETE
RD1180 0.0158 0.015 0 TRAP 8 1
*
KKAL13-3
BA0.059
PB2.77
LS0 90.5
UD 0.171
*
KKCAL13-3
KMCOMBINE RCAL10-C AND AL13-3
KMALTA AND VALLEY VIEW
HC2
*
KKAL14
BA0.457
PB2.77
LS0 93.3
UD 0.525
*
KKRAL14
KMROUTE AL14 TO CAL16
KMVALLEY VIEW
RD1300 0.0115 0.016 0 TRAP 0 50
*
KKAL16
BA0.148
PB2.77
LS0 92.2
UD 0.326
*
KK1CAL16
KMCOMBINE CAL13-3, RAL14, AND AL16
KMALTA AND VALLEY VIEW
HC3
*
KKAL09
BA0.097
PB2.77
LS0 90.4
UD 0.282
*
KKRAL09
KMROUTE AL09 TO CCH14A
KMFULTON
RD1500 0.0133 0.016 0 TRAP 0 50
*
KKCH14A
BA0.148
PB2.77
LS0 89.4
UD 0.340
*
KKCCH14A
KMCOMBINE RAL09 AND CH14A
KMVALLEY VIEW AND FULTON
HC2
*
KKRCCH14A
KMROUTE CCH14A TO CAL16
KMFACILITY = MEADOWS - OAKEY PARALLEL SYSTEM
KMFACILITY # = MEPA 0000
KMLINING = RCB
RD1370 0.005 0.015 0 TRAP 10 0
*
KKCAL16
KMCOMBINE 1CAL16 AND RCCH14A
KMALTA AND VALLEY VIEW
HC2
*
KKRCAL16
KMROUTE CAL16 TO CCAL16 (CONFLUENCE)
KMFACILITY = LAS VEGAS CREEK - MEADOWS
KMFACILITY # = LCME 0070,0076,0077
KMLINING = CONCRETE
RD973 0.0189 0.015 0 TRAP 18 1
*
KKCCAL16
KMCOMBINE RCAL16 AND RCOK13
KMLAS VEGAS CREEK AND OAKEY MEADOWS STORM DRAIN CONFLUENCE
HC2
*
KKRCCAL16
KMROUTE CCAL16 TO CAL90-C
KMFACILITY = LAS VEGAS CREEK - MEADOWS
KMFACILITY # = LCME 0040
KMLINING = CONCRETE
RD525 0.004 0.015 0 TRAP 40 0
*
KKAL90-C
BA0.171
PB2.77
LS0 91.9
UD 0.328
*
KKCAL90-C
KMCOMBINE RCCAL16 AND AL90-C
HC2
*
KKRCAL90-C
KMROUTE CAL90-C TO MEADOWIN
KMFACILITY = LAS VEGAS CREEK - MEADOWS
KMFACILITY # = LCME 0026, 0028
KMLINING = CONCRETE
RD1030 0.004 0.015 0 TRAP 42 0
*
KKMEDB
BA0.230
PB2.77
LS0 86.9
UD 0.193
*
KKMEADOWIN
KMCOMBINE RCAL90-C AND MEDB
KMCOMBINATION AT MEADOWS DETENTION BASIN
KO1
HC2
*
KKMEADOWDB
KMMEADOWS DETENTION BASIN
KMFACILITY = LAS VEGAS CREEK - MEADOWS
KMFACILITY # = LCME 0021
KMORIGINAL RATING CURVE FROM MEADOWS DETENTION EXPANSION BY VTN (6/01)
KMUPDATED CURVE REFERENCED FROM OAKEY MEADOWS FINAL DESIGN REPORT (PBS&J, APR 2008)
KMCURVE BASED ON PROPOSED EXPANSION OF MEADOWDB BY RAISING SPILLWAY 1 FT
KMPROPOSED STORAGE VOLUME = 235 AC-FT (EXISTING STORAGE VOLUME = 213 AC-FT)
KMOUTLET = 1-11.5'X 5' RCB AND 1-11'X 5' RCB
KM100-YEAR DISCHARGE =
KMSPILLWAY LENGTH = 150 FT
KMSPILLWAY HEIGHT =
KMPROPOSED SPILLWAY CREST ELEVATION = 2112.3 FT (EXISTING SPILLWAY = 2111.3 FT)
KMSPILLWAY TYPE = OGEE
KMPMF DISCHARGE =
KMTOP OF EMBANKMENT ELEVATION = 2115.5 FT
KO1
RS1 STOR 0
SV0 17.17 28.30 40.63 58.03 74.93 92.48 111.02 130.52 152.02
SV174.64 196.67 211.98 213.27 235.09 309.3
SE2097.9 2101 2101.79 2102.56 2103.57 2104.51 2105.46 2106.43 2107.4 2108.43
SE2109.5 2110.53 2111.24 2111.3 2112.3 2115.5
SQ0 202.1 400 500 600 700 800 900 1000 1100
SQ1200 1300 1365 1380 1428 5248
*
KKMEADOWOT
KMROUTE MEADOWDB TO CRMEDET
KMFACILITY = LAS VEGAS CREEK - MEADOWS
KMFACILITY # = LCME 0000,0016,0018
KMLINING = RCB
RD1145 0.0072 0.015 0 TRAP 14 0
*
KKDAL00A
KMRETRIEVE FLOW SPLIT FROM LORENZI/ALTA
DRDAL00A
*
KKRDAL00A
KMROUTE DAL00A TO RAINBWIN
KMFACILITY = LAS VEGAS CREEK - LORENZI
KMFACILITY # = LCLO 0000, 0008
KMLINING = RCB
RD2860 0.004 0.015 0 TRAP 7 0
*
KKAL00A
BA0.474
PB2.77
LS0 90.8
UD 0.355
*
KKAL00A-C
BA0.230
PB2.77
LS0 93.0
UD 0.305
*
KKRAINBWIN
KMCOMBINE RDAL00A, AL00A AND AL00A-C
KMCOMBINATION AT RAINBOW DETENTION BASIN
HC3
*
KKRAINBWDB
KMRAINBOW DETENTION BASIN (EAST AND WEST MODELED TOGETHER)
KMFACILITY = LAS VEGAS CREEK CHANNEL
KMFACILITY # = LCCH 0513
KMREFERENCED FROM THE 90% DESIGN REPORT FOR
KMMEADOWS ALTA PARALLEL PROJECT PHASE II by VTN (2/08)
KMSTORAGE VOLUME = 102 AC-FT AFTER PROPOSED EXPANSION
KMOUTLET = 42" RCP w/ 24" ORIFICE PLATE
KM100-YEAR DISCHARGE =
KMSPILLWAY LENGTH = 137.8 FT
KMSPILLWAY HEIGHT =
KMSPILLWAY CREST ELEVATION = 2391.5 FT
KMSPILLWAY TYPE = BROAD-CRESTED WEIR
KMPMF DISCHARGE =
KMTOP OF EMBANKMENT ELEVATION = 2396.5 FT
KO1
RS1 STOR 0
SV0.00 2.6 5.31 8.17 11.17 14.31 17.6 21.04 24.63 28.81
SV34.45 40.59 47.21 54.34 61.98 70.24 79.24 88.75 99.04 101.79
SE2353.9 2357 2359 2361 2363 2365 2367 2369 2371 2373
SE2375 2377 2379 2381 2383 2385 2387 2389 2390 2391.5
SQ0.00 23.75 33.18 40.47 46.64 52.08 57 61.53 65.75 69.72
SQ73.47 77.04 80.45 83.72 86.87 89.90 92.84 95.69 98.46 3000
*
KKRAINBWOT
KMROUTE RAINBWDB TO CLC01-C
KMFACILITY = LAS VEGAS CREEK CHANNEL
KMFACILITY # = LCCH 0499
KMLINING = RCP
RD665 0.0188 0.013 0 CIRC 3.5
*
KKLC01-C
BA0.089
PB2.77
LS0 91.8
UD 0.301
*
KKCLC01-C
KMCOMBINE RAINBWOT AND LC01-C
KMUS 95, EAST OF RAINBOW BLVD
HC2
*
KKRCLC01-C
KMROUTE CLC01-C TO CWA02-C
KMFACILITY = LAS VEGAS CREEK CHANNEL
KMFACILITY # = LCCH 0402,0412,0438,0458,0478
KMLINING = RCP
RD5165 0.0108 0.013 0 CIRC 5
*
KKWA02-C
BA0.269
PB2.77
LS0 91.5
UD 0.334
*
KKCWA02-C
KMCOMBINE RCLC01-C AND WA02-C
KMJONES AND US 95
HC2
*
KKAL01B-C
BA0.367
PB2.77
LS0 90.5
UD 0.401
*
KKCCWA02-C
KMCOMBINE CWA02-C AND AL01B-C
KMJONES AND US 95
HC2
*
KKRCCWA02C
KMROUTE CCWA02-C TO CLC11-C
KMFACILITY = LAS VEGAS CREEK CHANNEL
KMFACILITY # = LCCH 0302, 0377, 0400
KMLINING = RCB
RD6870 0.0249 0.015 0 TRAP 8 0
*
KKLC11-C
BA0.384
PB2.77
LS0 91.3
UD 0.361
*
KKCLC11-C
KMCOMBINE RCCCWA02C AND LC11-C
KMDECATUR AND US 95
HC2
*
KKRCLC11-C
KMROUTE CLC11-C TO CLC14-C
KMFACILITY = LAS VEGAS CREEK CHANNEL
KMFACILITY # = LCCH 0230, 0270
KMLINING = RCB
RD2140 0.0174 0.015 0 TRAP 12 0
*
KKLC14-C
BA0.323
PB2.77
LS0 90.5
UD 0.423
*
KKCLC14-C
KMCOMBINE RCLC11-C AND LC14-C
KMVALLEY VIEW AND US 95
HC2
*
KKWA10-C
BA0.325
PB2.77
LS0 88.2
UD 0.410
*
KKWA11-C
BA0.030
PB2.77
LS0 87.9
UD 0.148
*
KKCWA11-C
KMCOMBINE WA11-C AND WA10-C
KMWASHINGTON AND VALLEY VIEW
HC2
*
KKWA10D
KMFLOW SPLIT TO NORTHWEST CENTRAL BASIN
KMFROM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)
KMCAPACITY OF CHANNEL = 250 CFS, EXCESS FLOW DIVERTED
DTWA10NW
DI0 10 250 275 300 800 1000 3000
DQ0 0 0 25 50 550 750 2750
*
KKRWA10D
KMROUTE WA10D TO CCLC14-C
KMFACILITY = LAS VEGAS CREEK LATERAL
KMFACILITY # = LCLT 0000,0006
KMLINING = CONCRETE
RD1855 0.005 0.015 0 TRAP 10 0
*
KKCCLC14-C
KMCOMBINE CLC14-C AND RWA10D
KMVALLEY VIEW AND US 95
HC2
*
KKRCCLC14
KMROUTE CCLC14-C TO CRMEDET
KMFACILITY = LAS VEGAS CREEK CHANNEL
KMFACILITY # = LCCH 0157,0188
KMLINING = RCB
RD3875 0.0106 0.015 0 TRAP 24 0
*
KKCRMEDET
KMCOMBINE MEADOWOT AND RCCLC14
KMCOMBINATION OF MEADOWS OUTFALL AND LAS VEGAS CREEK
HC2
*
KKRCRMEDET
KMROUTE CRMEDET TO CCLC16-C
KMFACILITY = LAS VEGAS CREEK CHANNEL
KMFACILITY # = LCCH 0114,0127,0129,0150,0154
KMLINING = RCB
RD2305 0.005 0.015 0 TRAP 28 0
*
KKLC16-C
BA0.312
PB2.774
LS0 88.0
UD 0.342
*
KKOG011AC2
BA0.120
PB2.77
LS0 92.0
UD 0.219
*
KKOG011AD
KMFLOW SPLIT NORTH TO VEGAS DRIVE SYSTEM
KMFROM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)
KM45 CFS CROSSES US 95 EASTWARD IN 30-INCH SD, REMAINDER GOES NORTH
DTOG011D
DI0 45 100 500 994 10000
DQ0 0 55 455 949 9955
*
KKROG011AD
KMROUTE OG011AD TO CWA01-C
KMWASHINGTON
RD3200 0.0171 0.016 0 TRAP 0 50
*
KKWA01-C
BA0.195
PB2.77
LS0 88.7
UD 0.249
*
KKCWA01-C
KMCOMBINE ROG011A-C2D AMD WA01-C
KMTORREY PINES AND WASHINGTON
HC2
*
KKRWA01
KMROUTE WA01-C TO CWA04-C
KMWASHINGTON
RD5300 0.0142 0.016 0 TRAP 0 50
*
KKWA04-C
BA0.197
PB2.77
LS0 87.7
UD 0.474
*
KKCWA04-C
KMCOMBINE RWA01 AND WA04-C
KMMICHAEL AND WASHINGTON
HC2
*
KKRCWA04
KMROUTE CWA04-C TO CWA09-C
KMFACILITY = FREEWAY CHANNEL
KMFACILITY # = LV15 0602
KMLINING = RCP
RD5980 0.0159 0.013 0 CIRC 8
*
KKWA09-C
BA0.157
PB2.77
LS0 88.6
UD 0.369
*
KKCWA09-C
KMCOMBINE RCWA04 AND WA09-C
KMVALLEY VIEW AND WASHINGTON
HC2
*
KKRCWA09
KMROUTE CWA09-C TO CWA10NW
KMFACILITY = FREEWAY CHANNEL
KMFACILITY # = LV15 0528
KMLINING = RCB
RD700 0.0119 0.015 0 TRAP 8
*
KKWA10NW
KMRETURN FLOW FROM WA10NW
DRWA10NW
*
KKCWA10NW
KMCOMBINE RCWA09 AND WA10NW
KMVALLEY VIEW AND WASHINGTON
HC2
*
KKRCWA10NW
KMROUTE CWA10NW TO CWA13-C
KMFACILITY = FREEWAY CHANNEL
KMFACILITY # = LV15 0528
KMLINING = RCB
RD4420 0.0119 0.015 0 TRAP 8 0
*
KKWA13-C
BA0.366
PB2.77
LS0 89.8
UD 0.264
*
KKCWA13-C
KMCOMBINE RCWA10NW AND WA13-C
KMRANCHO DRIVE AND WASHINGTON
HC2
*
KKWA13D
KMREFERENCED FROM US-95 WIDENING PROJECT
KMFINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)
DTWA13NW
DI0 500 812 1000 1200
DQ0 197 322 391 473
*
KKRWA13D
KMROUTE WA13D TO CLC16-C
KMFACILITY = FREEWAY CHANNEL
KMFACILITY # = LCRA 0000,0004,0050
KMLINING = RCB
RD3100 0.0077 0.015 0 TRAP 12 0
*
KKCLC16-C
KMCOMBINE LC16-C AND RWA13D
KMRANCHO AND US 95
HC2
*
KKCCLC16-C
KMCOMBINE RCRMEDET AND CLC16-C
KMRANCHO AND US 95
HC2
*
KKRCCLC16
KMROUTE CCLC16-C TO CLC20-C
KMFACILITY = LAS VEGAS CREEK CHANNEL
KMFACILITY # = LCCH 0013, 0051, 0110
KMLINING = RCB
RD3700 0.006 0.015 0 TRAP 28 0
*
KKLC20-C
BA0.174
PB2.77
LS0 91.4
UD 0.483
*
KKCLC20-C
KMCOMBINE RCCLC16 AND LC20-C
KMMARTIN LUTHER KING AND US 95
HC2
*
ZZ