661 search results for curb ramp
2DRoundaboutDesignPresentation
geometry MEDIAN ISLAND AND CROSSWALK Island nose Crosswalk FINAL TOUCHES Median Curb Outside Curb and Sidewalk Curb Ramp Civil Cell Michael Donahue Mike.Donahue@Kimley-Horn.com
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/2droundaboutdesignpresentation_3e15b504-c3e1-4e27-8f06-26815092d5ac.pdf?sfvrsn=5852f997_02DRoundaboutDesignPresentation
geometry MEDIAN ISLAND AND CROSSWALK Island nose Crosswalk FINAL TOUCHES Median Curb Outside Curb and Sidewalk Curb Ramp Civil Cell Michael Donahue Mike.Donahue@Kimley-Horn.com
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/2droundaboutdesignpresentation_dce596ad-52c5-4c06-95d1-d9679b4e8c0e.pdf?sfvrsn=620555cb_22DRoundaboutDesignPresentation1971303779
geometry MEDIAN ISLAND AND CROSSWALK Island nose Crosswalk FINAL TOUCHES Median Curb Outside Curb and Sidewalk Curb Ramp Civil Cell Michael Donahue Mike.Donahue@Kimley-Horn.com
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/2droundaboutdesignpresentation1971303779_b440b2c4-f99b-4e82-b5b9-f71e23a52c7e.pdf?sfvrsn=67b97b29_22025-02-20-ADA-FAQ-update
at the bottom of the curb ramp. See FDM 222.2.2 and SP Index 522-002 for requirements. Curbs ramps should, with Disabilities Act Requirements to Provide Curb Ramps when Streets, Roads, or Highways are Altered through, the project impacts pedestrian facilities (e.g., sidewalks, curb ramps, crosswalks, pedestrian signals, over a sidewalk or a broken curb ramp needs to be fixed quickly, to avoid blocking the pedestrian, projects, other than meeting DWS and curb ramp requirements, unaltered sidewalks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/ada/2025-02-20-ada-faq-update.pdf?sfvrsn=4da26bfa_120230514_4521161_SR 429_75473
AND CONDITION DATA - W.P.I. No.: Name: TSM&O SR 429 SB Off Ramp to US192 Exit 6 Lanes: L1, L3, RAMP, LRTL, LLTL-1, LLTL-2 Cored by: Intertek-PSI Date: 1 Typical Section No.: T o t a l Curb & Gutter, v m t C o n d R u t D e p t h C r o s s S l o p e Toll Plaza Ramp # 75473004 3 5.850 OL N - - - - F 5.2 11.1 F Toll Plaza Ramp # 75473004 2 0.250 L3 N 10.9 - - F Ramp # 75473002 5.2 11.5 - - - - - 6.4 Ramp # 75473002 5 0.000 RAMP L1 Y - - - F 2.5 10.8 - SR 429
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/75-orange/20230514_4521161_sr-429_75473.pdf?sfvrsn=ecbdf0c9_1Professional Services (24658)
, median modifications, reconstruction of ped ramps, lighting upgrade, implementation of LPIs, and installation of blank-out signs. Some other improvements as modifications of curb returns and new ped ramps might be included. Respond To :Attn.: Diana IglesiasSubmittals must be sent
SPI-425-020series
. Locate the inlet outside of curb ramp areas in vertical faced curbs such as Type F. Inlet Type 10, grate is suitable for pedestrian and bicycle traffic. Locate the inlet outside of curb ramp areas, Standard Plans Instructions Topic No. 625-010-003 Index 425-020 through 425-025 Curb Inlets Types 1-10 FY 2024-25 1 Index 425-020 through 425-025 Curb Inlets Types 1-10 Design Criteria FDOT, . Locate inlets outside of pedestrian crosswalks. Inlet Types 1-6 are designed for use with standard curb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-425-020series.pdf?sfvrsn=9061bcb3_2SPI-425-020series
. Locate the inlet outside of curb ramp areas in vertical faced curbs such as Type F. Inlet Type 10, grate is suitable for pedestrian and bicycle traffic. Locate the inlet outside of curb ramp areas, Standard Plans Instructions Topic No. 625-010-003 Index 425-020 through 425-025 Curb Inlets Types 1-10 FY 2025-26 1 Index 425-020 through 425-025 Curb Inlets Types 1-10 Design Criteria FDOT, . Locate inlets outside of pedestrian crosswalks. Inlet Types 1-6 are designed for use with standard curb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-425-020series.pdf?sfvrsn=aec4c40d_12025FDM222Peds
• Curb Ramps CR-A, CR-B, and CR-C are for use where ramp and landing depths are not restricted, and CR-L are for use where ramp and landing depths are restricted. Include sidewalk curb ramps, • Curb ramps and blended transitions • Crosswalks • At-grade railroad crossings • Refuge, as discussed in FDM 222.4 . 222.2.2 Curb Ramps and Blended Transitions Standard Plans, Index 522-002 provides requirements and details for curb ramps and landings that are compliant with Americans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm222peds.pdf?sfvrsn=82d2d90f_1Exhibit 213-1
15" With Traffic Separator 18" With Type E Curb Line to Face of Curb: *Min Offset From Lane Edge 01/01/2025 EXHIBIT 213-1 See Detail "A" Pedestrian Refuge SPLITTER ISLAND DETAIL BICYCLE AND PEDESTRIAN DETAIL (See Figure 213.8.1) Bicycle Ramp 2' R (10' Desirable, 8' Min.) Sidewalk (5' Desirable) Sidewalk Buffer Truck Apron Circulatory Roadway MODERN ROUNDABOUT DETAILS 1:7 Taper Rate 6 ' M i n . 1 0 ' Warning Detectable 3' R Min. 3' 1' R (Typ.) 3' 3' 3' R
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-213-1.pdf?sfvrsn=4bfb567e_1Exhibit 213-1
15" With Traffic Separator 18" With Type E Curb Line to Face of Curb: *Min Offset From Lane Edge 01/01/2025 EXHIBIT 213-1 See Detail "A" Pedestrian Refuge SPLITTER ISLAND DETAIL BICYCLE AND PEDESTRIAN DETAIL (See Figure 213.8.1) Bicycle Ramp 2' R (10' Desirable, 8' Min.) Sidewalk (5' Desirable) Sidewalk Buffer Truck Apron Circulatory Roadway MODERN ROUNDABOUT DETAILS 1:7 Taper Rate 6 ' M i n . 1 0 ' Warning Detectable 3' R Min. 3' 1' R (Typ.) 3' 3' 3' R
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-213-1.pdf?sfvrsn=946d7d7f_12024FDM222Peds
ease of callouts in the Plans. Use the curb ramp options as follows: • Curb Ramps CR-A, CR-B & CR-C are for use where ramp and landing depths are not restricted. • Curb Ramps CR-D, CR-E, CR-F, CR-G and CR-H are for linear pedestrian traffic. • Curb Ramps CR-K and CR-L are for use where ramp, • Curb ramps and blended transitions • Crosswalks • At-grade railroad crossings • Refuge, , parks) on the opposite side. For RRR Projects, other than meeting detectable warning and curb ramp
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm222peds.pdf?sfvrsn=4d8dcc5c_42025FDM222Peds
options as follows: • Curb Ramps CR-A, CR-B and CR-C are for use where ramp and landing depths, . • Curb Ramps CR-K and CR-L are for use where ramp and landing depths are restricted. Include, pedestrian travel. Pedestrian facilities may include the following: • Sidewalks • Curb ramps, ) on the opposite side. For RRR projects, other than meeting detectable warning and curb ramp requirements, of sidewalk, they should be shielded as discussed in FDM 222.4 . 222.2.2 Curb Ramps and Blended
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm222peds.pdf?sfvrsn=13076126_520230514_4520821_SR 50_75050
CORING AND CONDITION DATA W.P.I. No.: Name: TSM&O Improvements to SR50 MP 267 Lanes: Ramp, L1, L2, L3 Cored by: Intertek-PSI Date: 1 Typical Section No.: T o t a l Curb & Gutter (Y / N): Y, (in.) Stabilized Subgrade Outside: Curb and Paved/Fair Median Curbed (Y / N): Y County: 50 and 91 C r o s s S l o p e D i r e c t i o n S S FC5 Top F.A. Proj. No.: To: SR50 Inside: Curb, SR 50 5 6.383 R2 N - - - F 12.6 - SR 50 4 6.383 R1 N - - - - F 5.6 15.1 Ramp # 75470109 8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/75-orange/20230514_4520821_sr-50_75050.pdf?sfvrsn=2ee81cf8_1Chapter08 Pedestrian Facilities 2024
Ramps and Blended Transitions 8-18 G.3 Detectable Warnings 8-20 G.4 Curb Extensions 8-21 G.5, and under passes, curb ramps, median refuges, and crosswalks. In addition to the design criteria, . Petersburg, Florida G.2 Curb Ramps and Blended Transitions A continuous accessible pedestrian route, including curb ramps and blended transitions is needed along pedestrian networks. Blended transitions, space doesn’t allow for separated curb ramps. Curb ramps shall be provided at all intersections
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/review-files/chapter08-pedestrian-facilities-2024.docx?sfvrsn=7bf12ae2_12024FDM222Peds
Ramps CR-A, CR-B & CR-C are for use where ramp and landing depths are not restricted. • Curb Ramps, are for use where ramp and landing depths are restricted. Include sidewalk curb ramps at the following, pedestrian travel. Pedestrian facilities may include the following: • Sidewalks • Curb ramps, Projects, other than meeting detectable warning and curb ramp requirements, unaltered sidewalks, be shielded as discussed in FDM 222.4 . 222.2.2 Curb Ramps and Blended Transitions Standard Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm222peds.pdf?sfvrsn=e68033ac_120240608_447616-1_I275-OnRamp_10000
Curb & Gutter (Y/N): Outside: Other: Crack Type I-275 On Ramps Cored By: Median Curbed (Y/N, Completion Date: Crack Type I-275 On Ramps Cored By: Median Curbed (Y/N): 0.190 3. Stabilization, slope is approximate and measured in the center of the lane. Lawn Curb & Gutter (Y/N): Outside, N D I T I O N COMMENTS 11 0.001 ML R1 Y 1.1 0.9 1.7 3.7 8.1 3.7 B III M F RAMP 10190011 - Base Crack 12 0.026 ML R1 Y 9.1 9.1 12.0 F RAMP 10190011 13 0.006 ML R1 Y 1.0 0.6 1.8 3.4 8.6 3.4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20240608_447616-1_i275-onramp_10000.pdf?sfvrsn=7f406932_25270500-724CommResp
the curb ramp." Response: As the commenter noted, for traditional cast in place or stamped mats, the only way to remove them is by redoing the curb ramp entirely. The plans would show a curb ramp, in cost between removing a stick down mat as opposed to a cast in place or stamped curb mat. Also to my
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul24/5270500-724commresp2fc3e69f-42f0-471e-85b4-d30ba8d6d6ed.pdf?sfvrsn=1bf60365_120231024_209568-2_SR10_72010
1514' IL N 1.5 2.3 3.8 LR 9.5 G MEASURED IN FT FROM ON RAMP BULLNOSE MEASURED IN FT FROM ON RAMP BULLNOSE MEASURED IN FT FROM ON RAMP BULLNOSE,39" FROM WHITE LINE MEASURED IN FT FROM ON RAMP, ON RAMP BULLNOSE COMMENTS CORE NO. MILE POST LANE WHEEL PATH (Y or N) PAVEMENT LAYER, ) MEASURED IN FT FROM ON RAMP BULLNOSE POSSIBLE CRACK RELIEF LAYER,SHOVING Length: 0.289 Outside: 5' Median Curbed (Y / N): N ( ) Paved ( ) Lawn Other: Curb & Gutter (Y / N): N County: Duval SR No.: SR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20231024_209568-2_sr10_72010.pdf?sfvrsn=347cf9f5_120200317_436565-1_SR-25_87090
INSIDE: PROJECT MEASUREMENT: ENGLISH OUTSIDE: MEDIAN: CURB & GUTTER: NO CURBED: NO 11/29/23 FLORIDA, S1 LR ST40 1 .000 N R Y 1.20 4.40 5.60 12.0 12.0 G .25 1.60 SR 826 SB ON-RAMP, 1.70 10.0 12.0 1.00 IB F .60 2.50 W 18 AVE 4 .000 N R Y .70 4.00 4.70 12.0 12.0 G .13 3.00 RAMP A 5 .000 N R Y 1.10 3.90 5.00 12.0 12.0 G .06 3.50 RAMP C 6 .000 N R Y 1.00 4.00 5.00 12.0 12.0 .60 IB F .19 3.30 SR 826 SB ON-RAMP/RAMP 7 .000 N R Y 1.00 3.50 4.50 12.0 12.0 G .06 3.50 SR 826 NB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20200317_436565-1_sr-25_87090.pdf?sfvrsn=941f6989_1