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drainagemanual2026
, and as appropriate at intersections, median breaks, driveways and on side streets where drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagemanual2026.pdf?sfvrsn=714821c7_120121485201-01-ROADWAY-PLANS
= POINT ON CURVE P.O.T. = POINT ON TANGENT P.T. = POINT OF TANGENT P.I. = POINT OF INTERSECTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad-25105/20121485201-01-roadway-plans.pdf?sfvrsn=1ad5c837_143359245801-PLANS-05-LIGHTING
CONVENTIONAL LIGHTING DESIGN CRITERIA INTERSECTION LIGHTING ILLUMINATION CRITERIA (RETROFIT) POLE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25111/43359245801-plans-05-lighting.pdf?sfvrsn=6bd67836_143018545201_PLANS-05-LIGHTING
DESCRIPTION SYMBOLS LEGEND RETROFIT DESIGN CRITERIA SIGNALIZED INTERSECTION LIGHTING used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad-25105/43018545201_plans-05-lighting.pdf?sfvrsn=96a7f626_143018575201-PLANS-01-ROADWAY
= POINT OF INTERSECTION P.C. = POINT OF CURVE FOUND FND = LICENSED BUSINESS = L.B. (UNLESS OTHERWISE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad-25105/43018575201-plans-01-roadway.pdf?sfvrsn=928936f_1Final Estimates Level 1 Manual
) Stations or equations that have been introduced or revised during construction. c) Intersection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training-manuals/final-estimates-level-1-manual.pdf?sfvrsn=f6031aae_1CR557_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_144893615201-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_143018535201_PLANS-05-LIGHTING_PLANS_PHASE_IV
ROUNDABOUT LIGHTING DESIGN CRITERIA SIGNALIZED INTERSECTION AND Existing pull box to be removed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad-25105/43018535201_plans-05-lighting_plans_phase_iv.pdf?sfvrsn=ecfb05a5_144629625201-PLANS-05-LIGHTING
FACILITIES LIMITED ACCESS SIGNALIZED INTERSECTION LIGHTING MAJOR ARTERIALS 1.5 N/A 0.3:1 or Less 1.5 N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25118/44629625201-plans-05-lighting.pdf?sfvrsn=871ae0eb_1