*DIAGRAM
*FREE
ID WASHINGTON AVENUE STORM DRAIN
ID
ID INPUT FILE = MAINLINE.DAT
ID INPUT FILE DATE = APRIL 2013
ID DESIGN STORM = 100-YEAR 6-HR STORM
ID STORM DISTRIBUTION = SDN #3
ID MODELED BY ATKINS (RITU GUPTA, EI, CFM)
ID CHECKED BY ATKINS (BRIAN ROWLEY, PE, CFM)
ID STORM CENTERING = AREA UPSTREAM OF COMBINATION POINT CCVG20-C
ID AT VEGAS/RANCHO INTERSECTION HAS BEEN REMOVED FROM MPU REFERENCED MODEL
ID (PRODUCES PEAK FLOW AT WASHINGTON)
ID REFERENCED HYDROLOGIC MODELS:
ID 2008 LAS VEGAS VALLEY FLOOD CONTROL DISTRICT
ID MASTER PLAN UPDATE (PBS&J, SEPTEMBER 2008)
ID US-95 WIDENING PROJECT, FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT
ID (VTN NEVADA, MAY 2003)
ID
ID JR CARDS CONTAIN DARFS BASED ON THE FOLLOWING VALUES:
ID
ID AREA DARF
ID SQ. MI.
ID 0-0.5 0.99
ID 0.5-1 0.975
ID 1-2 0.95
ID 2-3 0.925
ID 3-4 0.915
ID
IT5 0 0 300
IO5 0 0
IN5 0 0
JRPREC 0.99 0.975 0.95 0.925 0.915
*
KKOG011AC2
BA0.120
PB2.77
PC0.000 0.020 0.057 0.070 0.087 0.108 0.124 0.130 0.130 0.130
PC0.130 0.130 0.130 0.133 0.140 0.142 0.148 0.158 0.172 0.181
PC0.190 0.197 0.199 0.200 0.201 0.204 0.214 0.229 0.241 0.249
PC0.251 0.256 0.270 0.278 0.281 0.283 0.295 0.322 0.352 0.409
PC0.499 0.590 0.710 0.744 0.781 0.812 0.819 0.835 0.851 0.856
PC0.860 0.868 0.876 0.888 0.910 0.926 0.937 0.950 0.970 0.976
PC0.982 0.985 0.987 0.989 0.990 0.993 0.993 0.994 0.995 0.998
PC0.998 0.999 1.000
LS0 91.4
UD0.220
*
KKOG011AD
KM45 CFS GOES EAST TOWARD RAINBOW IN SD
KMBASED ON FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT
KMFOR US 95 WIDENING BY VTN (MAY 2003)
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 ROG011AD AMD WA01-C
KMTORREY PINES AND WASHINGTON
HC2
*
KKRCWA01-C
KMROUTE CWA01-C TO CWA04-C
KMWASHINGTON
RD4980 0.01307 0.016 0 TRAP 0 50
*
KKWA04-C
BA0.197
PB2.77
LS0 87.2
UD 0.397
*
KKCWA04-C
KMCOMBINE RCWA01-C AND WA04-C
KMMICHAEL AND WASHINGTON
HC2
*
KKRCWA04-C
KMROUTE CWA04-C TO CWA09-C
KMFACILITY = FREEWAY CHANNEL
KMFACILITY # = LV15 0602
KMLINING = RCP
RD6460 0.0159 0.013 0 CIRC 8 0
*
KKWA09-C
BA0.114
PB2.77
LS0 91.2
UD 0.361
*
KKCWA09-C
KMCOMBINE RCWA04-C AND WA09-C
KMVALLEY VIEW AND WASHINGTON
HC2
*
KKWA10-C
BA0.399
PB2.77
LS0 88.0
UD 0.525
*
KKWA10D
KMFLOW SPLIT TO SOUTHWEST CENTRAL BASIN
KMOPPOSITE SPLIT OF WA10NW IN SOUTHWEST CENTRAL BASIN FLOW
KMFROM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)
KMCAPACITY OF CHANNEL = 250 CFS IS DIVERTED
KMEXCESS FLOW CONTINUES DOWN WASHINGTON
DTWA10SE
DI0 10 250 275 300 800 1000 3000
DQ0 10 250 250 250 250 250 250
*
KKCWA10NW
KMCOMBINE CWA09-C AND WA10D
KMVALLEY VIEW AND WASHINGTON
HC2
*
KKRCWA10NW
KMROUTE CWA10NW TO CWA13-C
KMFACILITY = FREEWAY CHANNEL
KMFACILITY # = LV15 0528
KMLINING = RCB
RD4625 0.0119 0.015 0 TRAP 8 0
*
KKWA13-C
BA0.368
PB2.77
LS0 90.0
UD 0.544
*
KKCWA13-C
KMCOMBINE RCWA10NW AND WA13-C
KMRANCHO DRIVE AND WASHINGTON
HC2
*
KKDCWA13
KMFLOW SPLIT TO SOUTHWEST CENTRAL BASIN
KMRANCHO AND WASHINGTON
KMREFERENCED FROM US-95 WIDENING PROJECT
KMFINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)
DTWA13SE
DI0 500 812 1000 1200
DQ 0 360 585 720 865
*
KKRDCWA13
KMROUTE DCWA13 TO CWA15A-C
KMFACILITY = FREEWAY CHANNEL
KMFACILITY # = LV15 0474, 0424
KMLINING = RCB
RD5380 0.0073 0.015 0 TRAP 8 0
*
KKWA15A-C
BA0.426
PB2.77
LS0 90.6
UD 0.633
*
KKCWA15A-C
KMCOMBINE RDCWA13 AND WA15A-C
KMMARTIN LUTHER KING AND WASHINGTON
HC2
*
KKVG07
BA0.354
PB2.77
LS0 81.3
UD 0.483
*
KKRVG07
KMROUTE VG07 TO CVG07
KMMARTIN LUTHER KING
RD850 0.005 0.013 0 CIRC 6 0
*
KKCVG07
KMCOMBINE RVG07 AND CWA20-C
KMMARTIN LUTHER KING AND WASHINGTON
HC2
*
ZZ