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HomeMy WebLinkAboutCT 14-09; UPTOWN BRESSI RANCH; HYDRAULIC ANALYSIS REPORT; 2018-08-15Project Name: Uptown Bressic Job Number: 17169A Date: August 15, 2018 Prepared By: AP Hydraulic Analysis Report Project Data Project Title: 17169A Uptown Bressi In support of DWG No. 502-8 CC Rev 1 -Minor Relocation of Modular Wetland System on El Fuerte Curb Opening Analysis Designer: Project Date: Wednesday, August 15, 2018 Project Units: U.S. Customary Units Notes: Curb and Gutter Analysis: El Fuerte Reverse D-25 Sizing 2in Dep Notes: Gutter Input Parameters Longitudinal Slope of Road: 0.0780 ft/ft Cross-Slope of Pavement: 0.0200 ft/ft Depressed Gutter Geometry Cross-Slope of Gutter: 0.0830 ft/ft Manning's n: 0.0150 Gutter Width: 1.5000 ft Width of Spread: 1.0756 ft Gutter Result Parameters Design Flow: 0.2000 cfs Gutter Depression: 1.1340 in Area of Flow: 0.0824 ftA2 Eo (Gutter Flow to Total Flow): 1.0000 Gutter Depth at Curb: 1.3921 in Inlet Input Parameters Inlet Location: Inlet on Grade Inlet Type: Curb Opening Length of Inlet: 5.0000 ft } Local Depression: 2.0000 in Inlet Result Parameters Intercepted Flow: 0.2000 cfs Bypass Flow: 0.0000 cfs Efficiency: 1.0000 q Hydraulic Analysis Report Project Data Project Title: 17169A Uptown Bressi Designer: Project Date: Wednesday, July 11, 2018 Project Units: U.S. Customary Units Notes: Curb and Gutter Analysis: El Fuerte Reverse D-25 Sizing 2in Dep Notes: Gutter Input Parameters Longitudinal Slope of Road: 0.0780 ft/ft Cross-Slope of Pavement: 0.0200 ft/ft Depressed Gutter Geometry Cross-Slope of Gutter: 0.0830 ft/ft Manning's n: 0.0150 Gutter Width: 1.5000 ft Design Flow: 0.2000 cfs Gutter Result Parameters Width of Spread: 1.0756 ft Gutter Depression: 1.1340 in Area of Flow: 0.0824 ft"2 Eo (Gutter Flow to Total Flow): 1.0000 Gutter Depth at Curb: 1.3921 in Inlet Input Parameters Inlet Location: Inlet on Grade Inlet Type: Curb Opening Length of Inlet: 5.0000 ft Local Depression: 2.0000 in Inlet Result Parameters Intercepted Flow: 0.2000 cfs Bypass Flow: 0.0000 cfs Efficiency: 1.0000 RErrr,,Eo 1-iuG O 1 2018 LAND Ot:\Lc~_;PMENT ENGINEERING