3009 search results for intersection

CR557_90%_Drainage_Design_Documentation

roundabouts are proposed at the intersection of CR 557 and CR 557A and at the intersection of CR 557 and Old, the southbound side. Urban roundabouts are proposed at the intersection of CR 557 and CR 557A and at the intersection of CR 557 and Old Polk City Road. Please see the Typical Sections in Exhibits, . Inlets shall be carefully placed near intersection returns to avoid flooding adjacent properties and intersections. Capacity of inlets in sump position shall not exceed 12 cubic feet per second (cfs

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25125/cr557_90-_drainage_design_documentation.pdf?sfvrsn=46009aba_1

44893615201-PLANS-01-ROADWAY_PH-IV

- 38 GENERAL NOTES 39 - 109 ROADWAY PLAN 110 DRAINAGE STRUCTURES 111 INTERSECTION DETAILS 112 - 147, ROADWAY PLAN 111 INTERSECTION DETAILS 148 - 178 UTILITY ADJUSTMENTS 2 SIGNATURE SHEET 110 DRAINAGE, DETAIL FOR JOINT CONSTRUCTION. 20' DRIVEWAY/INTERSECTION FRICTION COURSE TRANSITION EXIST. BASE FRICTION COURSE STRUCTURAL COURSE NTS MILLING & RESURF. DRIVEWAY/INTERSECTION 1' FRICTION COURSE

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25129/44893615201-plans-01-roadway_ph-iv.pdf?sfvrsn=4a638976_1

negot

Design: 3R Urban with some improvements, intersection improvements with safety, Category 1 bridges

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/pdf/negot.pdf?sfvrsn=69800d16_99
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