Drainage Overview - Maricopa County Department of Transportation
Drainage Overview - Maricopa County Department of Transportation Drainage Overview - Maricopa County Department of Transportation
Wittmann ADMSU Addendum 100-year 6-hour Future Conditions HYDROGRAPH AT + SV251 308. 4.25 49. 12. 4. .27 ROUTED TO + RSV251 205. 5.25 49. 12. 4. .27 HYDROGRAPH AT + SV250 157. 4.17 24. 6. 2. .12 ROUTED TO + RSV250 98. 5.25 24. 6. 2. .12 HYDROGRAPH AT + SV218 1225. 4.42 255. 64. 21. 1.29 4 COMBINED AT + CSV218 1834. 4.75 558. 143. 48. 2.82 ROUTED TO + RSV218 1726. 5.08 557. 143. 48. 2.82 HYDROGRAPH AT + SV248 1058. 4.67 277. 71. 24. 1.27 DIVERSION TO + DO248 497. 4.67 130. 33. 11. 1.27 HYDROGRAPH AT + D248 561. 4.67 147. 37. 12. 1.27 ROUTED TO + RSV248 489. 5.17 146. 37. 12. 1.27 HYDROGRAPH AT + SV244 640. 4.92 210. 54. 18. .95 2 COMBINED AT + CSV244 1053. 5.08 348. 89. 30. 1.62 HYDROGRAPH AT + SV246 285. 4.17 39. 10. 3. .16 HYDROGRAPH AT + D248 497. 4.67 130. 33. 11. 1.27 ROUTED TO + RD248 460. 5.00 130. 33. 11. 1.27 2 COMBINED AT + CSV246 555. 4.92 172. 44. 15. .76 2 COMBINED AT + C216* 1480. 5.00 500. 129. 43. 2.38 ROUTED TO + RSV244 1374. 5.75 498. 129. 43. 2.38 HYDROGRAPH AT + SV216 1781. 4.33 332. 83. 28. 1.63 3 COMBINED AT + CSV216 2753. 5.33 1240. 323. 108. 6.82 ROUTED TO + RSV216 2722. 5.75 1237. 323. 108. 6.82 HYDROGRAPH AT + SV236 760. 4.25 107. 27. 9. .59 ROUTED TO + RSV236 414. 5.50 107. 27. 9. .59 HYDROGRAPH AT Page 30 of 56
Wittmann ADMSU Addendum 100-year 6-hour Future Conditions + SV240 3008. 4.75 686. 173. 58. 3.67 HYDROGRAPH AT + SV242 94. 4.25 17. 4. 1. .09 2 COMBINED AT + C242* 3039. 4.75 697. 176. 59. 3.76 ROUTED TO + R242* 2794. 5.33 696. 176. 59. 3.76 HYDROGRAPH AT + SV214 2185. 4.33 438. 110. 37. 1.87 6 COMBINED AT + CSV220 7777. 5.83 5053. 1425. 475. 30.63 ROUTED TO + RSV220 7745. 6.25 5031. 1425. 475. 30.63 HYDROGRAPH AT + SV230 1580. 4.17 193. 48. 16. .85 HYDROGRAPH AT + SV232 2915. 4.58 603. 152. 51. 3.06 2 COMBINED AT + C230* 3427. 4.50 764. 192. 64. 3.91 ROUTED TO + R230* 3271. 4.92 760. 192. 64. 3.91 HYDROGRAPH AT + SV212 3358. 4.50 821. 208. 69. 4.14 3 COMBINED AT + CSV212 8643. 5.83 5829. 1680. 560. 38.68 ROUTED TO + RSV212 8505. 6.42 5763. 1680. 560. 38.68 HYDROGRAPH AT + SV202 1314. 4.58 356. 90. 30. 1.44 ROUTED TO + RSV202 1253. 4.92 355. 90. 30. 1.44 HYDROGRAPH AT + SV210 1606. 4.08 189. 47. 16. .72 ROUTED TO + RSV210 1000. 5.00 188. 47. 16. .72 3 COMBINED AT + C210* 8907. 6.33 6034. 1770. 590. 40.83 HYDROGRAPH AT + SV208 889. 4.67 221. 56. 19. 1.07 HYDROGRAPH AT + SV205 1095. 4.17 109. 27. 9. .50 2 COMBINED AT + C205* 1162. 4.50 314. 80. 27. 1.57 ROUTED TO + R205* 798. 5.00 311. 80. 27. 1.57 HYDROGRAPH AT + SV203 170. 4.08 11. 3. 1. .08 ROUTED TO + RSV203 97. 4.67 11. 3. 1. .08 Page 31 of 56
- Page 64 and 65: Dixileta Dr Patton Rd Jomax Rd Happ
- Page 66 and 67: Photo 903: Bridge over 1 West Wash
- Page 68 and 69: Photo 906: Drainage channel upstrea
- Page 70 and 71: Photo 209: Iona Wash (West Split) l
- Page 72 and 73: Photo 217: Desiccation cracks near
- Page 74 and 75: Photo 243: Scour near Wash 3 Photo
- Page 76 and 77: APPENDIX TM3-06 EXISTING GEOLOGIC F
- Page 78 and 79: Legend image from: White Tanks Moun
- Page 82 and 83: ���� ������ �
- Page 84 and 85: 16. Rapid and significant changes i
- Page 86 and 87: SUN VALLEY PKWY Deer Valley ��
- Page 88 and 89: ���� ������ �
- Page 94 and 95: APPENDIX TM3-09-2 EXISTING DRAINAGE
- Page 96 and 97: Proposed End of Dam Segment Remove
- Page 105 and 106: APPENDIX TM3-10-1 EXISTING HYDROLOG
- Page 107 and 108: Table D.6: Summary of Peak Discharg
- Page 109 and 110: Table D.6: Summary of Peak Discharg
- Page 111 and 112: Table D.6: Summary of Peak Discharg
- Page 113: Wittmann ADMSU Addendum 100-year 6-
- Page 117 and 118: Wittmann ADMSU Addendum 100-year 6-
- Page 119 and 120: WITTMANN SUN VALLEY PARKWAY T5N T4N
- Page 121 and 122: MARICOPA COUNTY, ARIZONA AND INCORP
- Page 123 and 124: APPENDIX TM3-10-3 EXISTING HYDROLOG
- Page 125: Dixileta Dr Patton Rd Jomax Rd Happ
Wittmann ADMSU Addendum<br />
100-year 6-hour Future Conditions<br />
HYDROGRAPH AT<br />
+ SV251 308. 4.25 49. 12. 4. .27<br />
ROUTED TO<br />
+ RSV251 205. 5.25 49. 12. 4. .27<br />
HYDROGRAPH AT<br />
+ SV250 157. 4.17 24. 6. 2. .12<br />
ROUTED TO<br />
+ RSV250 98. 5.25 24. 6. 2. .12<br />
HYDROGRAPH AT<br />
+ SV218 1225. 4.42 255. 64. 21. 1.29<br />
4 COMBINED AT<br />
+ CSV218 1834. 4.75 558. 143. 48. 2.82<br />
ROUTED TO<br />
+ RSV218 1726. 5.08 557. 143. 48. 2.82<br />
HYDROGRAPH AT<br />
+ SV248 1058. 4.67 277. 71. 24. 1.27<br />
DIVERSION TO<br />
+ DO248 497. 4.67 130. 33. 11. 1.27<br />
HYDROGRAPH AT<br />
+ D248 561. 4.67 147. 37. 12. 1.27<br />
ROUTED TO<br />
+ RSV248 489. 5.17 146. 37. 12. 1.27<br />
HYDROGRAPH AT<br />
+ SV244 640. 4.92 210. 54. 18. .95<br />
2 COMBINED AT<br />
+ CSV244 1053. 5.08 348. 89. 30. 1.62<br />
HYDROGRAPH AT<br />
+ SV246 285. 4.17 39. 10. 3. .16<br />
HYDROGRAPH AT<br />
+ D248 497. 4.67 130. 33. 11. 1.27<br />
ROUTED TO<br />
+ RD248 460. 5.00 130. 33. 11. 1.27<br />
2 COMBINED AT<br />
+ CSV246 555. 4.92 172. 44. 15. .76<br />
2 COMBINED AT<br />
+ C216* 1480. 5.00 500. 129. 43. 2.38<br />
ROUTED TO<br />
+ RSV244 1374. 5.75 498. 129. 43. 2.38<br />
HYDROGRAPH AT<br />
+ SV216 1781. 4.33 332. 83. 28. 1.63<br />
3 COMBINED AT<br />
+ CSV216 2753. 5.33 1240. 323. 108. 6.82<br />
ROUTED TO<br />
+ RSV216 2722. 5.75 1237. 323. 108. 6.82<br />
HYDROGRAPH AT<br />
+ SV236 760. 4.25 107. 27. 9. .59<br />
ROUTED TO<br />
+ RSV236 414. 5.50 107. 27. 9. .59<br />
HYDROGRAPH AT<br />
Page 30 <strong>of</strong> 56
Change language