8/18/2017 10:44:37 AM
8/18/2017 10:42:10 AM
Official Document Type
Agenda Item Number
Masteller & Moler
64th Avenue Sidewalk Project
86th Lane to West Wabasso Park
Work Order No. 3
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IRC Work Order No. 3 <br /> 64TH AVENUE SIDEWALK—IRC PROJECT No. 1725 MM File#1723 <br /> Page 2 of 4 <br /> Task C—Sidewalk Design: <br /> We shall provide design services for the construction of a sidewalk along 64th Avenue and the <br /> West Wabasso Park Entry Road. The design shall be depicted on both plan views and cross- <br /> sections with sufficient details to allow a contractor to clearly understand the scope of work for <br /> bidding and construction of the project. <br /> The proposed five foot (5') wide, six inch (6") thick sidewalk shall be designed to be constructed <br /> on the west side of 64th Avenue beginning on the northwest corner of 86th Lane. The design <br /> shall provide for the installation of both a stop bar and crosswalk at said intersection. <br /> The proposed sidewalk along 64th Avenue will generally slope towards the west into existing <br /> available swale drainage. The elevation of the sidewalk shall generally be set to allow for <br /> continuation of the crowned street drainage from the 64th Avenue centerline across the sidewalk <br /> to the swale drainage system. <br /> The 5' wide sidewalk along the West Wabasso Park Entrance Road shall be designed along the <br /> north side of the existing roadway with a 6' separation from the edge of pavement. It is <br /> understood the County will be preparing a Maintenance Map which shall depict the north right- <br /> of-way line a sufficient distance north of the existing edge of pavement such that the sidewalk <br /> will be situated in the right-of-way. <br /> The existing 36" CMP culvert crossing 64th Avenue at Station 113+40 and 12" x 18" CMP as <br /> depicted on the Route Survey provided by the County shall be designed to be replaced with <br /> reinforced concrete pipes (RCP's) of equal size with FDOT Standard headwalls. (No drainage <br /> calculations will be performed to validate the size of the culverts.) <br /> The existing 48" CMP beneath West Wabasso Park Entrance road at Station 14+85 as depicted <br /> on the Route Survey provided by the County shall be designed to be replaced with a 38" x 60" <br /> elliptical reinforced concrete pipe (ERCP) with FDOT Standard headwalls. (No drainage <br /> calculations will be performed to validate the size of said culvert.) <br /> Along the route of the project we shall design for all driveways on the same side of the street as <br /> the proposed sidewalk to be replaced with six inch (6") thick concrete with FDOT flared end <br /> sections. <br /> Our design plans shall also describe adjustments that may be required to existing water meters, <br /> fire hydrants, water valves, and other physical features along the route. The plans will also <br /> include modifications to drainage facilities along the route of the project that may be impacted <br /> by the proposed sidewalk location. It is anticipated some water meters may need to remain in <br /> the new sidewalk. <br /> The sidewalk shall terminate 10' +/- to the east of the existing vehicular entry gate at the West <br /> Wabasso Park. The design shall provide for the installation of a pedestrian gate generally <br /> within the alignment of the existing fencing near the park entry. <br /> Items to Be Provided By Client: <br /> To support our design and permitting services on this project, it is understood the County will <br /> provide the following information: <br />
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