1185 search results for curb ramp

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

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

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

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

CADDManual

CADDManual-387877557

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

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

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

E3X16-R0BidTabs

of Gadsden and Leon Counties. Pedestrian accessible concrete sidewalks, landings, and curb ramps