1066 search results for curb ramp

Exhibit 904-1

MAINLINE (FROM EDGE OF TRAVEL LANE) GALLON GAL 24FT DOUBLE LANE RAMP (FROM EDGE OF TRAVEL LANE) CALIPER CAL 18FT SINGLE LANE RAMP (FROM EDGE OF TRAVEL LANE) CLEAR TRUNK C.T. 6FT FROM BACK OF GUARD RAIL (WITH NO CURB) BALLED & BURLAPPED B&B MINIMUM LANDSCAPE SETBACK SETBACK NOTES: LESS THAN 45 MPH, & Travel Lane Mainline Multi-lane Ramp (No Guardrail) Ramp & Single Lane Auxiliary Lanes Travel Lane Side Road Guardrail Back of 36' 36' 20' Guardrail) (No Curb and No 18' (1A) 24' (1B

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-904-1.pdf?sfvrsn=92b4b914_1

John Bolton resume 9-10-24

. The scope included lighting and signalization, drainage, curb and gutter, signing and pavement, of the I-95 NB and SB bridges along with the SB ramp over the Miami River. 2004 – 2007: Sr. Project

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/john-bolton-resume-9-10-24.pdf?sfvrsn=38cff459_1

Exhibit 904-1

MAINLINE (FROM EDGE OF TRAVEL LANE) GALLON GAL 24FT DOUBLE LANE RAMP (FROM EDGE OF TRAVEL LANE) CALIPER CAL 18FT SINGLE LANE RAMP (FROM EDGE OF TRAVEL LANE) CLEAR TRUNK C.T. 6FT FROM BACK OF GUARD RAIL (WITH NO CURB) BALLED & BURLAPPED B&B MINIMUM LANDSCAPE SETBACK SETBACK NOTES: LESS THAN 45 MPH, & Travel Lane Mainline Multi-lane Ramp (No Guardrail) Ramp & Single Lane Auxiliary Lanes Travel Lane Side Road Guardrail Back of 36' 36' 20' Guardrail) (No Curb and No 18' (1A) 24' (1B

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-904-1.pdf?sfvrsn=163eb61d_1

20230602_449114-1_SR 45_13030

): Fair Median Curbed (Y/N): Paved Lawn (Y) Other: Curb & Gutter (Y/N): Inside: N; Outside: N, Curbed (Y/N): Paved Lawn (Y) Other: Curb & Gutter (Y/N): Inside: N; Outside: N Turn Lane Cores (TL, ) Other: Curb & Gutter (Y/N): Inside: N; Outside: N Shoulder, Gore, and Crossover Cores (S / GO / CO, Pavement Condition (from DMO field review): Fair Median Curbed (Y/N): Paved Lawn (Y) Other: Curb, F - Fair P - Poor 1-2 Lane Ramps STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20230602_449114-1_sr-45_13030.pdf?sfvrsn=4a6fde2f_1

Colorized

MANAGED LANES WITH CONTIGUOUS SEPARATION SLIP RAMP TYPICAL INGRESS & EGRESS FOR 16' 1000' Per Lane Change (2000' For Example Shown) Slip Ramp - Typical Ingress 960' 3 210' 200' 5 250' 1,000, ' 2' 14' 12' 2' 16' 1000' Per Lane Change (2000' For Example Shown) 2 1 Slip Ramp - Typical, Single-Lane Taper Ramp Configuration Contiguous/Barrier Separation 1 Notes: 7 1 E n t r, the exit ramp. in the outside general use lane 1,500' intended to allow traffic End weave distance

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/colorized.pdf?sfvrsn=8f07ce16_3

Exhibit 913-12 Redlines

 BOTTOM OF J-ARMS CLEARANCE TO 18.5' VERTICAL 8' SHLDR. PAVT. 8' SHLDR. 2" MISC. ASPHALT GUARDRAIL WITH 2' STABILIZATION (LBR 40) 12" TYPE B BARRIER SHOULDER CONCRETE HEADER CURB CONCRETE TOLL FOUNDATION GANTRY SIDEWALK 6" CONC. 15' BUILDING TOLL EQUIPMENT 9' SHLDR. PAVT. 10' SHLDR. BORDER WIDTH 80' R/W 80' £ CONST. RAMP B SOD TO LIMITS OF CONSTRUCTION BOLLARD GRAVEL, . A . C . ENGINEER OF RECORD Exhibit 913-12 Ramp Toll Gantry Date: 1/1/2023 42' SPAN

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-913-12-redlines.pdf?sfvrsn=fab5511d_2

2024FDM210ArterialsCollectors

. Refer to FDM 202 for speed management information and FDM 211 for ramp lane widths. Additional, N/A N/A N/A Notes: (1) On reconstruction projects where existing curb locations are fixed due, preceding the curbed island. If a bike lane is adjacent to an island curb, no offset is needed, the approach roadway has a Type E curb, a similar curb on the island may be located at the edge, , the preferred width is 8 feet or greater. For curbed roadways, this dimension is from face of curb to face

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm210arterialscollectors.pdf?sfvrsn=2398015d_1

2024FDM210ArterialsCollectors

in Table 210.2.1 . Refer to FDM 202 for speed management information and FDM 211 for ramp lane, Core 15.5 N/A N/A N/A Notes: (1) On reconstruction projects where existing curb locations, is adjacent to an island curb, no offset is needed. January 1, 2024 20 Topic #625-000-002 FDOT, roadway has a Type E curb, a similar curb on the island may be located at the edge of the through, of curb to face of curb. Consider the refuge island’s storage capacity for higher volumes

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm210arterialscollectors.pdf?sfvrsn=67b36807_2

E53F1

. Additional items include milling and resurfacing of the interchange ramps at SR 5, CR-3 and SR 513, paved, INLETS, CURB, TYPE 9,

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/apr01/e53f1.pdf?sfvrsn=8d48439b_1

SS5270000

 527 DETECTABLEWARNINGS ON WALKING SURFACES. (REV7-6-09)(FA7-10-09)(1-10) SECTION527(Pages662-664)isdeletedandthefollowingsubstituted: SECTION527 DETECTABLEWARNINGS ON WALKING SURFACES 527-1 Description. FurnishandinstallDetectableWarning devices on newly constructed and/or existing concrete or asphalt walking surfaces (curb ramps, sidewalks, shared-use paths, etc.) constructed in accordance with the Design Standards Index No. 304. 527-2 Materials. 527-2.1 Detectable Warning

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss5270000.pdf?sfvrsn=9e20da58_0

1200801.origind

Plan meeting the requirements of 105-3. Forconstructionofmainline pavement lanes, turn lanes, ramps, (vertical) slope downward from the roadway shoulder line or the back of curb as applicable. Where

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/1200801.origind.pdf?sfvrsn=edfb69d2_0

SS5270000

 527 DETECTABLE WARNINGS ON WALKING SURFACES. (REV 7-6-09) (FA 7-10-09) (1-10) SECTION 527 (Pages 662-664) is deleted and the following substituted: SECTION 527 DETECTABLE WARNINGS ON WALKING SURFACES 527-1 Description. Furnish and install Detectable Warning devices on newly constructed and/or existing concrete or asphalt walking surfaces (curb ramps, sidewalks, shared-use paths, etc.) constructed in accordance with the Design Standards Index No. 304. 527-2 Materials. 527-2.1

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss5270000.pdf?sfvrsn=f9328e6e_0

SS5270000

 527 DETECTABLE WARNINGS ON WALKING SURFACES. (REV 1-12-11) (FA 1-21-11) (7-11) SECTION 527 (Pages 662 – 664) is deleted and the following substituted: SECTION 527 DETECTABLE WARNINGS ON WALKING SURFACES 527-1 Description. Furnish and install Detectable Warning devices on newly constructed and/or existing concrete or asphalt walking surfaces (curb ramps, sidewalks, shared-use paths, etc.) constructed in accordance with the Design Standards Index No. 304. 527-2 Materials. 527-2.1

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss5270000.pdf?sfvrsn=86dce0f3_0

5270000.impl

 527 DETECTABLE WARNINGS. (REV7-11-13)(FA8-5-13)(1-14) SECTION527(Page688 -689) is deleted and the following substituted: SECTION 527 DETECTABLE WARNINGS 527-1 Description. Furnishandinstall detectable warnings on newly constructed and/or existing concrete or asphalt walking surfaces (sidewalk curb ramps, sidewalks, shared use paths, etc.) constructed in accordance with the Design Standards, Index No. 304. 527-2 Materials. 527-2.1 Detectable Warnings: Provide detectable warnings

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/5270000.impl.pdf?sfvrsn=8d795fa1_0

3300601-723origind

to curb and gutter or other true edges do not require a stringline. Control the unsupported pavement, as, turn lanes and ramps less than 1,000 feet. As an exception, the Engineer may allow the Contractor

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/3300601-723origind.pdf?sfvrsn=6705b797_1

20250605_453144-1_SR-9_93220

: 453144-1-52-01 NAME: I-95 RAMPS INTERCHAN CORED BY: GCME TYP SECT: 01 FROM: SR-704 DATE: 2025-06-05, SR NUMBER: SR 9 INSIDE: PROJECT MEASUREMENT: ENGLISH OUTSIDE: MEDIAN: CURB & GUTTER: NO CURBED

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/93/20250605_453144-1_sr-9_93220.pdf?sfvrsn=ef2cf868_1

final_SCAT Tool

location of posted document: Click here to enter text. 3.Does your agency construct/improve curb ramps

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/lap/title-vi/final_scat-tool.docx?sfvrsn=cd4cb117_2

2025 FDM Complete

as that of a curb ramp. Bicycle Way Any road, path, or way which by law is open to bicycle travel, #625-000-002 FDOT Design Manual 102 – Glossary of Terms Ramp A turning roadway that connects a freeway to a crossing roadway within an interchange. The components of a ramp are a terminal at each leg and a connecting road. The geometry of the connecting road ramp usually involves some curvature

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025-fdm-complete.pdf?sfvrsn=624b0e74_20
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