981 search results for curb ramp
D6 09-28-23BSN
Counties: MIAMI-DADE Road Name: SR 913 RAMP WB TO I-95 NB & TO US-1 870162 - 870163 Limits, advertisement Description: A contract consisting of Bridge Painting along SR 913 Ramp Westbound to I-95, , ADJUST EA 10.000 0515- 1- 1 PIPE HANDRAIL - GUIDERAIL, STEEL LF 200.000 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF 200.000 0520- 2- 4 CONCRETE CURB, TYPE D LF 100.000 0520- 5- 11 TRAFFIC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2023/sep28/d6-09-28-23bsn.pdf?sfvrsn=1c4b4114_12024ExhibitsPart2
Line Begin Lane Line 2" Misc. Asphalt Pavt. Begin Lane Line Stop Bar (If Required) Concrete Curb Concrete Curb (mph) Speed Entry (mph) Speed Design 45 35 85 75 155 35 25 75 145 25 15 95, E / E X I T R A M P AET-07S AET-02S STRUCTURE EQUIPMENT RAMP TOLL With Toll Equipment Structure Typical Entrance / Exit Ramp Signing M I N . 5 0 ' M I N I M U M 2 0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024exhibitspart2.pdf?sfvrsn=b9313ce8_1Design Standards 2010 Interim
PUBLIC SIDEWALK CURB RAMPS – Dated 1/1/2011: All sheets, removed the 2' level landing requirement, 3; changed value of “h”. Sheet 4; revised reinforcement in Note 4. 211 1-3 of 5 211.pdf CURB, 01/01/10: Offset driveway tapers 1’ from back of curb. 400 1 & 17 of 26 400.pdf GUARDRAIL – Dated, for Transition Block to "Concrete Curb (Special), LF". "<view IDS> 410 7 of 25 410.pdf CONCRETE BARRIER, FACE RETROFIT) NARROW CURB – Dated 07/01/10: Changed * and ** notes. "<view IDS> 4 82 1 of 4
https://www.fdot.gov/roadway/ds/10/istds.shtmPt2Ch3_073124_clean
, aircraft parking areas, loading ramps, and safety areas, for use by aircraft regulated under 49 Code, , median, curb, sidewalk, roadside protection, drainage swales). 2. Roadway functional and context
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/pdeman/2024/pt2ch3_073124_clean.pdf?sfvrsn=83170cf0_120230818_447917-1_SR 686_15030
: Y Curb & Gutter (Y/N): Y Outside: Other: SR 686 Cored By: Median Curbed (Y/N): 2.400 3, Lawn: Y Curb & Gutter (Y/N): Y Outside: Other: SR 686 Cored By: Median Curbed (Y/N): 2.400, was not recorded. 4. The cross slope is approximate and measured in the center of the lane. Lawn: Y Curb, of thickness for stabilization. 447917-1 CRACK Ramps: All Cores 2. Mile posts are approximate, slope is approximate and measured in the center of the lane. Lawn: Y Curb & Gutter (Y/N): Y Outside
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/15/20230818_447917-1_sr-686_15030.pdf?sfvrsn=c5483aef_18-Fall 2023 Construction Academy MOT Session
used to close sidewalks and curb ramps did not have detectable warnings. Index 102-660 requires pedestrian LCDs be placed across the full width of closed sidewalks and requires curb ramps to have
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2023-construction-academy/fall-2023/8-fall-2023-construction-academy-mot-session.pdf?sfvrsn=1d4f5d28_2TP-01-09-24BSN
, including ramps, feeder, and connector roads. NO BID CONFERENCE WILL BE HELD FOR THIS CONTRACT, roadway components, such as but not limited to concrete barrier wall, curb & gutter, ditch, grout pads, ; and the Sawgrass Expressway, MP 0.0 to 21.8, including ramps, feeder, and connector roads, - REHABILITATION, MISCELLANEOUS LB 100.000 0520- 2- 4 CONCRETE CURB, TYPE D LF 10.000 0561- 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/jan9/tp-01-09-24bsn.pdf?sfvrsn=b918481b_12024FDM913TypSect
including bridges (new or widened) (3) Toll Sites (4) Ramps and service roads for projects which, . (11) Indicate width of existing pavement and proposed pavement on widening projects. (12) Curb location and type (show Type E or F Curb, not the dimension). (13) Sidewalk location and width. (14, curbed roadway projects with Asphalt Base, Type B-12.5 only, indicate the asphalt curb pad on the typical section and include an Asphalt Base Curb Pad Detail. (6) For resurfacing projects on curbed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm913typsect.pdf?sfvrsn=670013a9_144013615201-PLANS-05-LIGHTING
- 10 CONCRETE CURB & GUTTER, TYPE F LF 16.000 16.000 0520- 2- 4 CONCRETE CURB, TYPE D LF 8.000 8.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26105/44013615201-plans-05-lighting.pdf?sfvrsn=f056738b_1102-600
Superelevate When Smaller OF CURB 4' BEHIND FACE OF CURB 4' BEHIND FACE CURB & GUTTER ALL, area, impacted SPEED REDUCTION SIGNING TABLE 5 TABLE 6 NOTE: but not reconstructed, curb and gutter values may be used. For temporary conditions where existing curb has been removed Permits, highways with a posted speed of (feet) MULTILANE RAMPS TRAVEL LANES & (feet) SINGLE LANE RAMPS, (Typ.) Ø Bolt, Nuts 16 5 C l e a r H e i g h t Curb & Gutter Walkway Posts (Typ.) U
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/102-600.pdf?sfvrsn=71aa04ce_1102-600
Superelevate When Smaller OF CURB 4' BEHIND FACE OF CURB 4' BEHIND FACE CURB & GUTTER ALL, area, impacted SPEED REDUCTION SIGNING TABLE 5 TABLE 6 NOTE: but not reconstructed, curb and gutter values may be used. For temporary conditions where existing curb has been removed Permits, highways with a posted speed of (feet) MULTILANE RAMPS TRAVEL LANES & (feet) SINGLE LANE RAMPS, .) Ø Bolt, Nuts 16 5 C l e a r H e i g h t Curb & Gutter Walkway Posts (Typ.) U
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/102-600.pdf?sfvrsn=5e00c8c6_2Chapter 5 - Special Operational Topics
-maintained sidewalks using curb ramps. FDOT will not approve golf cart crossings on a state road from, are not allowed to use crosswalks or sidewalk ramps to cross the mainline. • Place GOLF CART signs (W11, . Provide a minimum unobstructed sidewalk width of 8 feet; separation from the back of curb or edge, treatments, including refuge islands, curb extensions, street lighting, and raised crosswalks, also support, , curb extensions, raised crosswalks, and supplemental signing and pavement markings, may also
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/tem/tem-2025/chapter-5---special-operational-topics.pdf?sfvrsn=8257af41_1102-600E
Superelevate When Smaller OF CURB 4' BEHIND FACE OF CURB 4' BEHIND FACE CURB & GUTTER ALL, area, impacted SPEED REDUCTION SIGNING TABLE 5 TABLE 6 NOTE: but not reconstructed, curb and gutter values may be used. For temporary conditions where existing curb has been removed Permits, highways with a posted speed of (feet) MULTILANE RAMPS TRAVEL LANES & (feet) SINGLE LANE RAMPS, t Curb & Gutter Walkway Posts (Typ.) U-Channel Steel ¡ Sign ¡ Sign 2'-0" Min. 2'-6" (± 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/102-600e.pdf?sfvrsn=cd473a3e_1450726 Technical Scope_Final_Rev
) 60 26.645 27.051 2°00’00” =42°53’49” (RT) 2864.79 0.055 0.055 7 Curb and Gutter/Concrete Separators: For budget purposes, the LRE does not contain any contingency budget for curb and gutter, . Mariana Avenue. For any damaged curb and gutter along the periphery of the grassed medians, purposes, the LRE does not contain any contingency budget for ramps to be replaced. If the engineer finds any of these ramps to not be ADA compliant, they will need to be constructed in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25113/450726-technical-scope_final_rev.pdf?sfvrsn=877fd8bb_1Noise Practitioners Handbook_July 2025
a through lane(s), auxiliary lane(s), interchange lane(s)/ramp(s), weigh station(s), rest stop(s, the highest noise-generating conditions are represented. • For interchange ramps, peak hour demand volumes for the specific ramp shall be used, even if they are higher than the LOS C peak hour, peak, speed is unknown, then the design speed is to be used. The vehicle speed used for ramps will be the posted speed, applied along the entire ramp unless modified by the flow condition (e.g., the speed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/noise-practitioners-handbook_july-2025.pdf?sfvrsn=8d6d7e0f_1Noise Practitioners Handbook_September 2025
, adds a through lane(s), auxiliary lane(s), interchange lane(s)/ramp(s), weigh station(s), rest stop(s, the highest noise-generating conditions are represented. • For interchange ramps, peak hour demand volumes for the specific ramp shall be used, even if they are higher than the LOS C peak hour, peak, posted speed is unknown, then the design speed is to be used. The vehicle speed used for ramps will be the posted speed, applied along the entire ramp unless modified by the flow condition (e.g
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/noise/noise-practitioners-handbook_september-2025.pdf?sfvrsn=893cebfb_1D3-01-11-24BSN
overbuild, right turn lane and shoulder widening, radius widening, sidewalk and curb ramp construction, , curb and flume reconstruction, bridge joint repair for Bridge No. 600100, signing and pavement, PAVEMENT TN 168.800 0425- 1-201 INLETS, CURB, TYPE 9,
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/jan11/d3-01-11-24bsn.pdf?sfvrsn=ad8e057_1D3-01-18-24BSN
turn lane and shoulder widening, radius widening, sidewalk and curb ramp construction, guardrail, , including overbuild, radius widening, guardrail upgrades, mitered end section replacements, curb, 168.800 0425- 1-201 INLETS, CURB, TYPE 9,
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/jan18/d3-01-18-24bsn.pdf?sfvrsn=de3b077e_220_Drainage_Redlines
of a driveway entrance, curb-cut ramp, or pedestrian crosswalk even if the hydraulic analysis places, . Florida Greenbook – 16th Edition Drainage | 20–10 Grate inlets and the depression of curb, openings and protective treatments. Table 3.3 Curb and Inlet Application Guidelines, Table 3.4 Ditch, : *The criteria in this column apply to travel, turn, or auxiliary lanes adjacent to barrier wall or curb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/20_drainage_redlines.pdf?sfvrsn=6d57b5b6_720_Drainage_Rulemaking
streets. • Inlets should be placed on the upstream side of a driveway entrance, curb-cut ramp, Grate inlets and the depression of curb opening inlets should be located outside the through traffic, ) , Section 3.7 provides guidance on hydraulic openings and protective treatments. Table 3.3 Curb, , or auxiliary lanes adjacent to barrier wall or curb, in normal or super elevated sections. In addition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/20_drainage_rulemaking.pdf?sfvrsn=417b68ec_1