Horne Storm Drain & Utilities Improvements – Mesa, AZ
Hoskin Ryan provided engineering services for the design of Phase 1 and Phase 2 of this project. Phase 1 involved the evaluation of storm drains and detention basin alternatives. Various storm drain alignments were evaluated in order to minimize utility and sewer line conflicts. Connection of a new storm drain ranging from 18 inches to 42 inches provided an outfall for the 9th Avenue detention basin. Phase 2 included storm drain, 16-inch water, sewer, and gas line improvements, undergrounding of SRP and Mesa overhead electric, and other dry utility relocations.