1056 search results for curb ramp

OOM_20241113_RA-Handbook

2025FDM210ArterialsCollectors

or reconstruction of curb ramps for accommodation. Figure 210.3.6 Hardened Centerline with Traffic, to FDM 202 for speed management information and FDM 211 for ramp lane widths. Additional, projects where existing curb locations are fixed due to severe right of way constraints, . If a bike lane is adjacent to an island curb, no offset is needed. Topic #625-000-002 FDOT Design, island to the through lane should be 1.5 to 3.5 feet. Where the approach roadway has a Type E curb

2024FDM114RRR

curb ramp and detectable warning requirements. Work Program Instructions, Chapter 27, states that POP, (RRR) (21) Provide or upgrade curb cuts, ramps, and other ADA features. (22) Reconstruct or close, and curb ramps. (10) Warrants for traffic control systems. (11) Addition of signal backplates where it, operations (e.g., tire marks on walls or curb, tire tracks on front slope, tire marks encroaching on pedestrian areas, damaged drainage inlet top within curb return, guardrail repairs). (c) Evidence

2024FDM114RRR

than meeting ADA curb ramp and detectable warning requirements. Work Program Instructions, Chapter, (RRR) (21) Provide or upgrade curb cuts, ramps, and other ADA features. (22) Reconstruct or close, as related to sidewalks and curb ramps. (10) Warrants for traffic control systems. (11) Addition, or curb, tire tracks on front slope, tire marks encroaching on pedestrian areas, damaged drainage inlet top within curb return, guardrail repairs). (c) Evidence of informal pedestrian movement paths

2025FDM114RRR

meeting ADA curb ramp and detectable warning requirements. Work Program Instructions, Chapter 27, - Resurfacing, Restoration and Rehabilitation (RRR) (21) Provide or upgrade curb cuts, ramps, and other ADA, structures as related to sidewalks and curb ramps. (10) Warrants for traffic control systems. (11, of lane departure or other unsafe operations (e.g., tire marks on walls or curb, tire tracks on front slope, tire marks encroaching on pedestrian areas, damaged drainage inlet tops within curb returns

2025FDM114RRR

Projects other than meeting ADA curb ramp and detectable warning requirements. Work Program, - Resurfacing, Restoration and Rehabilitation (RRR) (21) Provide or upgrade curb cuts, ramps, and other, poles and drainage structures as related to sidewalks and curb ramps. (10) Warrants for traffic, operations (e.g., tire marks on walls or curb, tire tracks on front slope, tire marks encroaching on pedestrian areas, damaged drainage inlet tops within curb r eturns, guardrail repairs). (c) Evidence

2026FDM114RRR

Only Projects other than meeting ADA curb ramp and detectable warning requirements. Work Program, , and Rehabilitation (RRR) 11 (21) Provide or upgrade curb cuts, ramps, and other ADA features, structures as related to sidewalks and curb ramps. (10) Warrants for traffic control systems. (11, marks on walls or curb, tire tracks on front slope, tire marks encroaching on pedestrian areas, damaged drainage inlet tops within curb r eturns, guardrail repairs). (c) Evidence of informal

2026FDM114RRR

Only Projects other than meeting ADA curb ramp and detectable warning requirements. Work Program, , and Rehabilitation (RRR) 11 (21) Provide or upgrade curb cuts, ramps, and other ADA features, structures as related to sidewalks and curb ramps. (10) Warrants for traffic control systems. (11, marks on walls or curb, tire tracks on front slope, tire marks encroaching on pedestrian areas, damaged drainage inlet tops within curb r eturns, guardrail repairs). (c) Evidence of informal

RIncidentalConstruction

And Gate Railroad Gate Or Signal And Gate Railroad Gate Or Or Curb Pavement Edge Travelway, Index 830-T01 Crossing Shoulder Pavement M i n . 1 2 ' M i n . 1 2 ' ¡ (Mountable Curb, " Or Shoulder) (Mountable Curb 9 ' - 6 " M a x . 9 ' - 6 " M a x . 9 ' - 6 " M a x, . 4 ' 2 ' 2 ' (2 LANES, CURB & GUTTER) SIGNAL PLACEMENT AT RAILROAD CROSSING (2 LANES, CURB, . face of curb and sidewalk. Locate device outside sidewalk. Over 6' - Locate device between

RIncidentalConstruction

Signal And Gate Railroad Gate Or Signal And Gate Railroad Gate Or Or Curb Pavement Edge, 830-T01 Crossing Shoulder Pavement M i n . 1 2 ' M i n . 1 2 ' ¡ (Mountable Curb, ) (Mountable Curb 9 ' - 6 " M a x . 9 ' - 6 " M a x . 9 ' - 6 " M a x . M i, ' M i n . 4 ' 2 ' 2 ' (2 LANES, CURB & GUTTER) SIGNAL PLACEMENT AT RAILROAD CROSSING (2 LANES, CURB & GUTTER) SIGNAL PLACEMENT AT RAILROAD CROSSING ACUTE ANGLE (AND RIGHT ANGLE) OBTUSE

449655-1_Final_Technical_Safety_Scope

separator and curb and gutter (C&G) will be necessary in the median left turn lanes along SR 544, curb and gutter within the median as well as the landscaping and palm trees.  Lengthen the existing, .  Westbound  SR 544 (Havendale Blvd) east of the intersection, remove the Type F curb, .  Replacement of Curb and Gutter and/or Sidewalk o Islands: A new pedestrian refuge island, o Sidewalks:  NW quadrant – Sidewalk is to be constructed adjacent to the curb for the entire

Flexible Pavement Design Manual Redlines

is typically only used on high speed ramps with long tangent sections and/or large radii (e.g., a ramp, , as in some curb and gutter sections, without milling into the base or overlaying friction course, roads and ramps with a design speed of 35 mph or higher, except for low volume two lane roads having, course on all roads and ramps with a design speed ≥ 35 mph, except for two lane roads having a five, weather crashes. 4.2 FRICTION COURSE POLICY A friction course will be placed on all roads and ramps

E6P64-R0BidTabs

, for the construction and removal of concrete sidewalks, driveways, curbs, curb ramps, and gutters, SECTION: 0030 0520 1 10 CONCRETE CURB & GUTTER, TYPE F 50.000 LF 30.00000 1,500.00 30.00000 1,500.00 48.00000 2,400.00 0035 0520 1 10 CONCRETE CURB & GUTTER, TYPE F "Colored Concrete" 25.000 LF, 22.05000 99,225.00 0030 0520 1 10 CONCRETE CURB & GUTTER, TYPE F 50.000 LF 35.00000 1,750.00 41.00000 2,050.00 36.51000 1,825.50 0035 0520 1 10 CONCRETE CURB & GUTTER, TYPE F "Colored Concrete

RIncidentalConstruction

And Gate Railroad Gate Or Signal And Gate Railroad Gate Or Or Curb Pavement Edge Travelway, Curb) Divided Multilane 2 Or 4 Lanes Undivided FIGURE 1 TWO-WAY TWO-WAY Median 1 2 " Or Shoulder) (Mountable Curb 9 ' - 6 " M a x . 9 ' - 6 " M a x . 9 ' - 6 " M, n . 4 ' 2 ' 2 ' (2 LANES, CURB & GUTTER) SIGNAL PLACEMENT AT RAILROAD CROSSING (2 LANES, CURB & GUTTER) SIGNAL PLACEMENT AT RAILROAD CROSSING ACUTE ANGLE (AND RIGHT ANGLE) OBTUSE ANGLE 9

20231105_447544-1_SR-862_86095

: 447544-1-52-01 NAME: SOUTHBOUND I-95 CORED BY: TIERRA SOUTH FLORIDA INC. TYP SECT: 01 FROM: OFF RAMP DATE, : CURB & GUTTER: NO CURBED: NO 11/27/23 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT

20240210_449280-1_SR-9_93220

: 449280-1-52-01 NAME: I-95 LOOP RAMP CORED BY: TIERRA SOUTH FLORIDA TYP SECT: 01 FROM: NB I-95 DATE, : .12 LENGTH: .12 SR NUMBER: SR 9 INSIDE: PROJECT MEASUREMENT: ENGLISH OUTSIDE: MEDIAN: CURB

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

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

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

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