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Last modified
1/6/2026 11:57:49 AM
Creation date
1/6/2026 11:54:12 AM
Metadata
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Template:
Official Documents
Official Document Type
Miscellaneous
Approved Date
12/09/2025
Control Number
2025-283
Agenda Item Number
9.R.
Entity Name
Florida Department of Transportation (FDOT) and
Florida East Coast Railway LLC
Subject
Agreement for closure of the Old Dixie Highway Railroad Crossing Number 272163J
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DROP-OFF CONDITION NOTES <br />1. These conditions and treatments can be applied only in work areas that fall within <br />a properly signed work zone. <br />2. When drop-offs occur within the clear zone due to construction or maintenance <br />activities, protection devices are required (See Table 8). A drop-off is defined <br />as a drop in elevation, parallel to the adjacent travel lanes, greater than 3" with <br />slope (A:B) steeper than 1:4. In superelevated sections, the algebraic difference in <br />slopes should not exceed 0.25 (See Drop-off Condition Detail). <br />3. Drop-offs may be mitigated by placement of slopes with optional base material per <br />Specifications Section 285. Slopes shallower than 1:4 may be required to avoid <br />algebraic difference in slopes greater than 0.25. Include the cost for the placement <br />and removal of the material in Maintenance of Traffic, LS. Use of this treatment in <br />lieu of a temporary barrier is not eligible for CSIP consideration. Conduct daily <br />inspections for deficiencies related to erosion, excessive slopes, rutting or other <br />adverse conditions. Repair any deficiencies immediately. <br />4. For Setback Distance, refer to the Index or Approved Products List (APL) drawing of <br />the selected barrier. <br />5. For Conditions 7 and 3 provided in Table 8, any drop-off condition that is created <br />and restored within the same work period will not be subject to use of temporary <br />barriers; however, channelizing devices will be required. <br />6. When permanent curb heights are >_ 6", no channelizing device will be required. For curb <br />heights c 6", see Table 8. <br />Edge Of Travel Way Clear Zone (CZ) <br />(See Sheet 3) <br />E <br />channelizing Device <br />Or Temporary Barrier Setback Distance <br />(See Sheet 9 and 10) <br />+k Algebraic B 11 <br />Difference A <br />In Slopes <br />DROP-OFF CONDITION DETAIL <br />TRAVEL LANE TREATMENT FOR <br />MILLING OR RESURFACING NOTES <br />1. This treatment applies to resurfacing or milling operations between adjacent <br />travel lanes. <br />2. Whenever there is a difference in elevation between adjacent travel lanes, the <br />W8-11 sign with "UNEVEN LANES" is required at intervals of �5 mile maximum. <br />3. If D is 1 tle or less, no treatment is required. <br />4. Treatment allowed only when D is 3" or less. <br />5. If the slope is steeper than 1:4 (not to be steeper than 1:1), the R4-1 and <br />MOT -1-06 signs shall be used as a supplement to the W8-11; this condition <br />should never exceed 3 miles in length. <br />Travel Lane Travel Lane <br />Travel Lane Travel Lane <br />1 6" Solid Lane Line <br />ItIt` K (When Steeper Than 1:4) <br />h f 4 1 <br />1 I <br />TRAVEL LANE TREATMENT FOR <br />MILLING OR RESURFACING DETAIL <br />PEDESTRIAN WAY DROP-OFF CONDITION NOTES <br />1. A pedestrian way drop-off is defined as: <br />a. a drop in elevation greater than 10" that is closer than 2' from the edge of <br />the pedestrian way <br />b, a slope steeper than 7:2 that begins closer than Z from the edge of the <br />pedestrian way when the total drop-off is greater than 60" <br />2. Protect any drop-off adjacent to a pedestrian way with pedestrian longitudinal <br />channelizing devices, temporary barrier wall, or approved handrail. <br />DROP-OFFS IN WORK ZONES <br />LAST p DESCRIPTION: FY 2025-26 GENERAL ]INFORMATIION FOR TRAFFIC INDEX SHEET <br />REVISION ` FFDGTT STANDARD PLANS CONTROL THROUGH WORK ZONES 102-600 8 Of 11 <br />11/01/20 W <br />Table 8 <br />Drop-off Protection Requirements <br />E D <br />Device <br />Condition <br />(ft) (in.) <br />Required <br />1 <br />0-12 > 3 <br />Temporary Barrier <br />2 <br />> 12 -CZ > 3 to s 5 <br />Channelizing Device <br />3 <br />0 -CZ > 5 <br />Temporary Barrier <br />4 <br />Removal of Bridge or <br />Temporary Barrier <br />Retaining Wall Barrier <br />5 <br />Removal of portions of <br />Temporary Barrier <br />Bridge Deck <br />TRAVEL LANE TREATMENT FOR <br />MILLING OR RESURFACING NOTES <br />1. This treatment applies to resurfacing or milling operations between adjacent <br />travel lanes. <br />2. Whenever there is a difference in elevation between adjacent travel lanes, the <br />W8-11 sign with "UNEVEN LANES" is required at intervals of �5 mile maximum. <br />3. If D is 1 tle or less, no treatment is required. <br />4. Treatment allowed only when D is 3" or less. <br />5. If the slope is steeper than 1:4 (not to be steeper than 1:1), the R4-1 and <br />MOT -1-06 signs shall be used as a supplement to the W8-11; this condition <br />should never exceed 3 miles in length. <br />Travel Lane Travel Lane <br />Travel Lane Travel Lane <br />1 6" Solid Lane Line <br />ItIt` K (When Steeper Than 1:4) <br />h f 4 1 <br />1 I <br />TRAVEL LANE TREATMENT FOR <br />MILLING OR RESURFACING DETAIL <br />PEDESTRIAN WAY DROP-OFF CONDITION NOTES <br />1. A pedestrian way drop-off is defined as: <br />a. a drop in elevation greater than 10" that is closer than 2' from the edge of <br />the pedestrian way <br />b, a slope steeper than 7:2 that begins closer than Z from the edge of the <br />pedestrian way when the total drop-off is greater than 60" <br />2. Protect any drop-off adjacent to a pedestrian way with pedestrian longitudinal <br />channelizing devices, temporary barrier wall, or approved handrail. <br />DROP-OFFS IN WORK ZONES <br />LAST p DESCRIPTION: FY 2025-26 GENERAL ]INFORMATIION FOR TRAFFIC INDEX SHEET <br />REVISION ` FFDGTT STANDARD PLANS CONTROL THROUGH WORK ZONES 102-600 8 Of 11 <br />11/01/20 W <br />
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