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RFQ No. 20-10-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. CCNA <br />City of Sunny Isles Beach <br />12| <br />UTILITIES <br />Utility Coordination will be important to the success of this <br />project. Providing minimal impact to utilities will be of the <br />utmost importance to minimize disruption of service to the <br />many businesses in the immediate and surrounding areas to <br />include major hotels and residences. With multiple UAO’s, <br />utility coordination will begin early in the design process <br />using approved practice/procedures. Collins Avenue (A1A) <br />and 174th Street are considered major corridors for aerial <br />and subsurface utilities. One Call Design and Dig Ticket <br />has revealed that at least eight major utility agency owners <br />(UAO’s) are within the project limits. These include Florida <br />Power and Light (FPL), TECO Peoples’ Gas, the City of <br />North Miami Beach and Miami-Dade County for potable <br />water and sanitary sewer, AT&T and Atlantic Broadband <br />for telephone, Internet and cable and the City of Sunny <br />Isles Beach for stormwater and street lighting. <br />FPL has aerial distribution facilities along the west side of <br />Collins Avenue at the intersection which will undoubtedly <br />be impacted by the planned pedestrian overpass. Cable <br />TV and telephone services will also be impacted since <br />they are also present on the same FPL poles. FPL just <br />recently converted a similar aerial distribution system to <br />underground on the East side of Collins Avenue at this <br />same intersection. The same consideration should be given <br />to the West side, to accommodate the pedestrian overpass. <br />With the remaining utilities being underground, ASCE <br />Quality Level “B”, designating the utilities prior to <br />completing the survey will aid during the preliminary <br />design phase. This upfront approach to performing the <br />utility designation will help reduce potential utility impacts <br />and possible relocation. This early, vital information is also <br />helpful in keeping the project on schedule and within budget, <br />while also avoiding costly delays during construction. Once <br />survey is obtained and preliminary design is complete, <br />ASCE Quality Level “A” locating (VVH test holes) will be <br />performed at potential conflicts with design. This method <br />provides for using non-destructive vacuum excavation to <br />expose and visually verify the precise location, size, material <br />composition and orientation of existing underground <br />utilities. <br />Our team has years of experience working with utility <br />stakeholders, and we will continue to work closely with <br />them to minimize impact to their infrastructure, thereby <br />providing for a design that is beneficial to all parties. Utility <br />Coordination support will continue over into construction <br />as needed to ensure that any utility relocation deemed <br />necessary is completed in a timely manner. This support <br />will also help to mitigate any unforeseen issues/concerns <br />that may come up during construction. <br />DRAINAGE <br />The pedestrian bridge rendering calls for a “park like” setting <br />containing large landscape planters between the pedestrian <br />walkway and the edge of the bridge. This vision was <br />developed with the intent of complementing Samson Park, <br />which is the main beachfront park within Sunny Isles Beach. <br />The pedestrian bridge will need to be designed to meet all <br />design standards in effect from the City of Sunny Isles Beach, <br />FDOT and Miami-Dade County. This includes facilitating <br />drainage by providing for a positive deck cross slope graded <br />to drain to collection points strategically located on the <br />bridge. To avoid directly draining to Collins Avenue below, <br />bridge scuppers will not be allowed per FDOT standards. <br />Runoff will need be collected to and contained within a <br />closed drainage system within the steel box girder cross- <br />sections. Bridge deck drainage infrastructure could include <br />a combination of trench drains, yard drains and vegetated <br />rain gardens placed adjacent to the pedestrian walkway. <br />Overflow structures would route excess stormwater runoff <br />via small shallow storm pipes to down spouts located <br />at pedestrian landings at both ends of the bridge. Two <br />existing roadside curb inlets are available on both sides of <br />Collins Avenue for stormwater discharge. <br />Sustainable design practices can be implemented in the <br />design of the drainage collection system. Paved pedestrian <br />pathways can be graded to drain to adjacent planting beds, <br />or rain gardens, which would help to reduce the amount of <br />stormwater runoff from entering into the existing storm <br />sewer system on Collins Avenue. In lieu of installing an <br />irrigation system, consideration could be given to utilizing <br />local drought-tolerant low maintenance plant species in <br />planted garden spaces. <br />The project is located within Waterbody ID number <br />(WBID) 3226H1 ICWW - Southeast Coast Biscayne Bay. <br />This waterbody exceeds maximum criteria for nutrients <br />and is listed on the Florida Department of Environmental <br />DPROJECT UNDERSTANDING & APPROACH