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Page 6 conduits in the deck pour and shall incorporate the 4 ea. 1” anchor bolts and anchor plate. The anchor bolts shall be held in place with an anchor bolt template until the concrete is placed and cured. 6.9. After Deck initial Curing, form and place the 32” cast in place traffic railing. Forming shall incorporate the installation of the double 4” FPL conduits. All forming and placement will be in accordance with FDOT Standard Specifications for Road and Bridge construction and Index No. 423. Slip Forming is not expected to be used for traffic railing due to the limited quantity on this project and interference at the light pole pilasters. 6.10. After placing, curing and stripping the 32” traffic railing, install the Bicycle Railing and the 1½” ADA Grab handrail. All manufacture and installation will be in accordance with FDOT Standard Specifications for Road and Bridge construction and Index No. 423 and 822. 6.11. Apply Class 5 Coating on all exposed concrete, with the exception of the bridge floor 6.12. Provide Class 4 Bridge Floor Grooving, in accordance with Section 400-15.2.5 of the FDOT Standard Specifications for Road and Bridge Construction 7. Roadway, Utilities and Restoration 7.1. Removal of existing to bottom of subgrade at each end bent 7.2. For Roadway section up to each approach slab, install Tensar BX1200 Geogrid and Install and Compact 24” of embankment; Install Tensar BX1100 Geogrid and Install and Compact 12” Stabilized Subgrade; compaction to 98% max density per AASHTO T-180; Install and compact 4” Limerock Sub Base; compaction to 98% max density per AASHTO T-180; Install and compact 5” ABC-3, compacted in two lifts with tack coat between lifts and Install 2½” Asphaltic Concrete in two lifts. 7.3. For the Paver Brick Sidewalk, excavate to bottom of sub grade as necessary, install 12” compacted subgrade grade, 8” compacted Lime Rock Base Course, maximum 1” sand and place brick pavers to match existing. Pavers to be installed with a cast in place header curb that matches the existing. 7.4. Match and restore existing sidewalks with a minimum of 12” of compacted subgrade. 7.5. Re-rod all disturbed areas with St. Augustine Grass. 7.6. Install 3 ea. precast concrete light pole bases outside of bridge 7.7. Install all water control structures, storm drains, catch basins, inlets, exfiltration trench, yard drains, pipe, tie-ins, concrete aprons, frame and grates, etc. 7.8. Core drill and tie into existing storm manhole 7.9. Install Type “F” Curb and Gutters 7.10. Install FDOT concrete Barrier Walls past the MSE walls awith FDOT index 430 crash cushions 7.11. Replace existing herringbone brick paver crsss walks 7.12. Install type “D” curbs 7.13. Install 9 ea. the Single Arm Light Poles, in accordance with the design specifications. Includes all necessary grounding, conduit, pull boxes, mounting bases, banner arms, etc.