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CRAVEN THOMPSON & ASSOCIATES, INC. | 3563 NW 53rd STREET, FORT LAUDERDALE, FL 33309 | P 954.739.6400 Douglas R. Taylor, P.E. PROJECT ROLE | Civil Engineer right-of-way and to the south tie into the 8-inch diameter main running east-west along 5th Avenue North. The only existing north-south watermains were 6-inch diameter cast iron mains located in both alleyways immediately east and west of North F Street. The meters were relocated within the road right-of-way and two new fire hydrants were constructed with this project. No pavement was identified with a PCI at or below 55 and therefore road reconstruction was necessary; however , utility trenching necessitated pavement replacement in trench areas and asphalt overlay. ▪ Project 5 - North M Street from 9th Avenue North to 18th Avenue North involved the reconstruction of roadway. The existing section of road was identified as in a failed condition with a PCI less than or equal to 55. The entire road and base was reconstructed. The majority of the sidewalk also required reconstruction. The existing storm sewer pipe and structures from 16th Avenue North to 18th Avenue North was evaluated as to the condition of the materials. From 9th Avenue North to 16th Avenue North storm sewer was added. ▪ Project 6 - on 11th Avenue North from Dixie Highway to North M Street involved the reconstruction of roadway and storm sewer. Between North M Street and North L Street the existing road was rated as being in a failed or poor condition with a PCI of less than or equal to 55. In these areas the entire road and base was reconstructed. The structural condition of the existing storm sewer pipe and structures along the roadway were evaluated. Piping and/or structures identified as in poor structural condition were replaced. ▪ Project 8 - North J Street from 13th Avenue North to 16th Avenue North, and 15th Avenue North from North J Street to the railroad tracks, and 14th Avenue North from North J Street to Dixie Highway was identified as a part of Problem Area 3 in the “Stormwater Master Plan”. This project included the installation of 700 linear feet of 24-inch diameter exfiltration trench with a nutrient separating baffle box at the end of the trench, the replacement of 950 linear feet of existing 18 and 24 -inch diameter storm sewer with 30-inch diameter RCP storm sewer, and the replacement of 70 linear feet of existing 12-inch diameter storm sewer with 24-inch diameter RCP storm sewer. Town of Davie - Eastside Drainage Infrastructure Improvements, Phases I thru III | Davie, Florida | Civil Engineer. This construction provides drainage infrastructure for the development of a portion of the Downtown Master Plan Area as well the redevelopment of SW 41st Court. The basic infrastructure work consists of replacement of the existing water distribution system and new installation of sanitary sewer system and storm drainage system. The work also includes several miles of roadway reconstruction with landscaping and sidewalks. The water distribution was designed and permitted by CTA, included 14,800 linear feet of 6" diameter main, 5,075 linear feet of 8" diameter main, and 5,140 linear feet of 12" diameter main. The sanitary improvements included 11,455 linear feet of 8" diameter pipe, 40 sanitary manholes and 2,945 linear feet of 16" diameter forcemain. The project also included 18,940 linear feet of storm sewer and the reconstruction of 5.2 miles of roadway. Hallandale Beach NE Quadrant Drainage Study & Improvements, Hallandale Beach, Florida, Project Manager. There are a number of drainage facilities within the 200-acre project area with limited conveyance capacity and high head loss. Average lowest floor elevations average between 5.5’ to 6.5’ NGVD, and roadway elevations are approximately 3.7’ to 3.9’ NGVD within the study area. The conveyance system is subject to the effects of tidal fluctuation; and therefore, at times there is virtually no head available to drain the basin, and in addition no water quality tr eatment was provided. The lack of conveyance capacity within this system has led to 37 Severe Repetitive Loss (RL) properties and the complete inundation of the roadway system for extended periods during storm events of lesser frequency than that required by SFWMD. Using ICPR, he modeled a proposed system of a pump station connected to sixteen (16) wells. These sixteen new wells will be pressurized with fifteen (15) feet of head in order to produce the necessary discharge into the G3 aquifer. A new storm sewer collection system was designed and permitted, along with a water quality treatment system for the 200-acre tributary area. F | Page 16