1185 search results for curb ramp
drainagemanual2026
3.3: Curb and Gutter Inlet Application Guidelines ............................................ 3-10, 3.2: Hydraulic Grade Line (HGL) Clearance Criteria 1 Curb Inlets 2 , Gutter Inlets, Barrier Wall, components (i.e. curb inlets, gutter inlets, barrier wall inlets) is at or below the Theoretical, ) for Type E and Type F Curb and Gutter. 3 If hydraulic calculations show that intermediate manholes, driveways) Topic No. 625-040-002 Effective: January 2026 Drainage Manual 3-9 Utilize curb inlet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagemanual2026.pdf?sfvrsn=714821c7_1D5-02-06-24BSN
of, but not limited to, signalization, concrete pavement, curb & gutter, sidewalks, ADA ramps, signing & pavement, 0350- 3- 3 PLAIN CEMENT CONCRETE PAVEMENT, 7" SY 17.000 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/feb06/d5-02-06-24bsn.pdf?sfvrsn=a2cdbed7_1D3-02-08-24BSN
consist of milling and resurfacing, minor widening, minor drainage, sidewalk, curb ramps, signing, INLETS, CURB, TYPE P-2,
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/feb08/d3-02-08-24bsn.pdf?sfvrsn=cce56931_2D. Van Leuven-Resume
: Signalization, Minor Drainage Improvements, Curb & Gutter, Sidewalk both 4 and 6 inch, widening for turn, , special end walls and pipe liners, shoulder widening, turnout construction, Type F curb and gutter, sidewalk including ADA ramps, extensive erosion control, guardrail replacement, performance turf
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/d-van-leuven-resume.pdf?sfvrsn=391ea6cf_11600000.origind
of the proposed finished surface. Construct mainline pavement lanes, turn lanes, ramps, parking lots, concrete, operations will be considered as separate LOTs. Curb pads and shoulders compacted separately shall, , replacement, etc., of curb and gutter, sidewalk, etc., which might become necessary in order
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/1600000.origind.pdf?sfvrsn=ae70bd07_01600000.origind
. Constructmainline pavement lanes, turn lanes, ramps, parking lots, concrete box culverts and retaining wall, operations will be considered as separate LOTs. Curb pads and shoulders compacted separately shall, including any repairs, replacement, etc., of curb and gutter, sidewalk, etc., which might become
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/1600000.origind.pdf?sfvrsn=5e5382b7_045373015201-PLANS-01-ROADWAY
. 8 ' 2 . 0 0 % 2 . 0 0 % APRON CURB INLET DETAIL N.T.S. 14 3 ' R AT CURB RAMP, GUTTER FLARE TYPE F CURB AND PLAN SHEETS SEE ROADWAY CURB RAMP AND SOD REGRADING PROPOSED AND SOD REGRADING PROPOSED EXIST. GROUND EXIST. GROUND 2 ' R FOR CURB RAMP DETAILS SEE ROADWAY, " RCP) MES TO BE REMOVED S FL 0.07 (18" RCP) N FL 0.03 (18" RCP) TOP EL. UNKNOWN CURB INLET, C&G (STA. 221+26.00 TO STA. 222+00.00) (STA. 203+00.00 TO STA. 207+68.87) TYPE B CURB (STA. 213
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27114/45373015201-plans-01-roadway.pdf?sfvrsn=621543dd_1Historical Item Averages Market Area 07
, CURB, TYPE P-1, 10' 0425 1513 1 $14,300.00 $71,500.00 5.000 EA N INLETS, DT BOT, TYPE B, J BOT, 10, 6,588.000 LF N CONCRETE CURB & GUTTER, TYPE E 0520 1 10 9 $57.51 $164,245.53 2,856.000 LF N CONCRETE CURB & GUTTER, TYPE F 0520 2 1 1 $42.92 $11,030.44 257.000 LF N CONCRETE CURB, TYPE A 0520 2 2 2 $38.80 $3,841.69 99.000 LF N CONCRETE CURB, TYPE B 0520 2 4 5 $68.99 $35,599.70 516.000 LF N CONCRETE CURB, TYPE D 0520 2 10 1 $75.00 $15,000.00 200.000 LF N CONCRETE CURB, TOLL HEADER CURB 0520
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-07.pdf?sfvrsn=b2fc8db_7fdot-bed25-977-19-rpt
............................................................................... 22 Figure 2-13. Curb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed25-977-19-rpt.pdf?sfvrsn=ac76a4b3_3D1-08-15-24BSN
Description: The improvements under this Contract consist of milling and resurfacing, curb ramp, C, FC-12.5, PG 76 -22 TN 3,073.000 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF 681.000 0522- 2, - 51 INLET TOP, REPLACE, CURB INLET EA 10.000 0430-991- 1 MITERED END SECT, REPLACE SLAB- MAINTENANCE USE ONLY CY 75.000 0520- 1- 7 CONCRETE CURB & GUTTER, TYPE E LF 100.000 0520- 1- 10 CONCRETE CURB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/aug15/d1-08-15-24bsn.pdf?sfvrsn=5b00febe_1TP-02-13-24BSN
widening on SR 91 northbound adjacent to the service plaza and reconstruction of northbound ramps, INLETS, CURB, TYPE P-1, 10' EA 1.000 0425- 1-701 INLETS, GUTTER, TYPE S, 10' EA 1.000, LF 2,486.000 0446- 71- 1 EDGEDRAIN OUTLET PIPE, 4" LF 165.000 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF 11,626.000 0520- 3- VALLEY GUTTER- CONCRETE LF 158.000 0520- 4- CURB-CONCRETE PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/feb13/tp-02-13-24bsn.pdf?sfvrsn=1dde5fba_143498615201 Plans Rigid Pavt MP13.988-14.472_PhaseIV
MEDIAN DETAILS CURB RAMP DETAILS INTERSECTION DETAILS ROADWAY PLAN-PROFILE GENERAL NOTES PROJECT, DETAILS CURB RAMP DETAILS INTERSECTION DETAILS ROADWAY PLAN-PROFILE GENERAL NOTES PROJECT CONTROL, PAVEMENT. CONSTRUCTION OF CURB AND GUTTER, CURB RAMPS, AND MODIFICATIONS TO THE US 27 INTERSECTION, INLETS, CURB, TYPE P-1, 6.5' A 42 - ASTATULA-URBAN LAND 0.17' - 1.5' A/D 12 - BASINGER FINE SAND, AND CONCRETE PAVEMENT ALONG THE SOUTH SIDE OF SR 64. EDGEDRAIN ALONG THE WEST SIDE OF SR 25. CONSTRUCT CURB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25122/43498615201-plans-rigid-pavt-mp13-988-14-472_phaseiv.pdf?sfvrsn=196639c_1drainagemanual2024
which has both curb inlets and ditch bottom inlets (DBIs)), check the hydraulic grade line (HGL, along a roadway shoulder (e.g. curb, gutter, barrier wall inlets), when hydraulic calculations, (i.e., 1.13 feet below the edge of pavement elevation for Type E or F Curb). If design includes all, driveways) Utilize curb inlet types 1-4 to the maximum extent practicable to accommodate maintenance. Curb inlet types 5-10 should only be used when types 1-4 cannot be accommodated. Inlet types 5, 6, 9
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagemanual2024.pdf?sfvrsn=8c0bb036_1drainagemanual2024withRevisions
system (a system which has both curb inlets and ditch bottom inlets (DBIs)), check the hydraulic, comprised of inlets along a roadway shoulder (e.g. curb, gutter, barrier wall inlets), when hydraulic, gutter elevation (i.e., 1.13 feet below the edge of pavement elevation for Type E or F Curb, (including driveways) Utilize curb inlet types 1-4 to the maximum extent practicable to accommodate maintenance. Curb inlet types 5-10 should only be used when types 1-4 cannot be accommodated. Inlet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagemanual2024withrevisions.pdf?sfvrsn=90938a97_1drainagemanual2025
Criteria ............................................ 3-5 Table 3.3: Curb and Gutter Inlet Application, (HGL) Clearance Criteria 1 Curb Inlets 2 , Gutter Inlets, Barrier Wall Inlets Ditch Bottom, curb inlets, gutter inlets, barrier wall inlets) is at or below the Theoretical Gutter Elevation, when it leaves the pavement (including driveways) Utilize curb inlet types 1-4 to the maximum extent practicable to accommodate maintenance. Curb inlet types 5-10 should only be used when types 1-4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagemanual2025.pdf?sfvrsn=8cd9b5d4_8451270-1 Scope of Services
curb and gutter, 4-foot bike lanes, 5-foot sidewalk, ....] Pavement Designs: Number of Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25122/451270-1-scope-of-services.pdf?sfvrsn=9854f3d5_1E8V59BidTabs
) (reconstructed ramps to and from the north). For projects in excess of $50 million, in addition to meeting, 60,000.00 1,050.00000 25,200.00 0835 0520 1 7 CONCRETE CURB & GUTTER, TYPE E 137.000 LF 44.00000 6,028.00 99.50000 13,631.50 60.00000 8,220.00 0840 0520 1 10 CONCRETE CURB & GUTTER, TYPE F 183.000, 0002 Roadway SECTION: 0845 0520 2 4 CONCRETE CURB, TYPE D 7.000 LF 110.00000 770.00 90.50000 633.50 80.00000 560.00 0850 0520 2 10 CONCRETE CURB, TOLL HEADER CURB 200.000 LF 35.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2026/jan27/e8v59bidtabs.pdf?sfvrsn=db8f3bc2_1Meeting Package
of all public streets, roads, highways, bridges, sidewalks, curbs and curb ramps, crosswalks, bicycle, discussed wrong-way riding on one-way streets (contraflow bicycle lanes). She touched on bicycle ramps, . Wide curb lanes are still included in the FGB, but tend to promote higher speeds. The FDM, distance based on the curb type. We need more shy distance with a vertical curb. The FGB provides minimums regardless of the adjacent curb type. Our guidance is consistent on buffers and widths. The FDM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/meeting-package.pdf?sfvrsn=73a898dd_1TP-06-10-25BSN-30Day
BEACH, TURNPIKE Road Name: Ramp Asphalt Maintenance - Zone 1 Limits: Midpoint Project(s): 44888717203, labor, materials, equipment and incidentals necessary to perform maintenance and repair of ramp, 60.000 0425- 1-351 INLETS, CURB, TYPE P-5,
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jun10/tp-06-10-25bsn-30day.pdf?sfvrsn=bc20275e_1fdot-bed25-977-08-rpt
on-ramps: Drivers could potentially mistake the opening of HRGCs as the road or freeway on-ramp, is good to install delineators anytime an intersection, side street or a freeway on-ramp comes within
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed25-977-08-rpt.pdf?sfvrsn=2703c309_1