1155 search results for curb ramp

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2025/jan30/e6p64-r0bidtabs.pdf?sfvrsn=cc35bf71_1

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/ser/rincidentalconstruction.pdf?sfvrsn=94b3c1a5_2

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

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/86/20231105_447544-1_sr-862_86095.pdf?sfvrsn=43c4232f_1

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/93/20240210_449280-1_sr-9_93220.pdf?sfvrsn=cdd1c515_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/2025/review/exhibit-904-1.pdf?sfvrsn=30fc0e14_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/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

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
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