1155 search results for curb ramp

711-001

NOTES: 3. Refer to Index 522-002 when Curb Ramps are present. parallel to the lane lines. 2. When, " 13 11 711-001 PAVEMENT MARKINGS 11/01/21 6" White Curb Ramp Curb Ramp Curb Ramp And FTP-22-06, ° 6 0 ° Per Aisle Spaced Equally Diagonal 3-6" White Curb Ramp NOTES: either 3'-0" or 5, . curb ramp locations. For ramp locations refer to plans. 3. Criteria for pavement markings only, of STANDARD PLANS FY 2025-26 SHEET INDEX CURB AND GUTTER FLUSH SHOULDER CURB AND GUTTER FLUSH SHOULDER

CADDManualFDM

07Purpose_Redlines

and curb ramps, crosswalks, bicycle facilities, underpasses, and overpasses used by the public, , roads, highways, bridges, sidewalks, curbs and curb ramps, crosswalks (where feasible), bicycle, at an interchange. 2) A combined ramp and landing to accomplish a change in level at a curb (curb, , construction, and maintenance of all public streets, roads, highways, bridges, sidewalks, curbs and curb ramps, crosswalks, where feasible, bicycle ways, underpasses, and overpasses used by the public

07Purpose_Redlines_Rulemaking

and curb ramps, crosswalks, bicycle facilities, underpasses, and overpasses used by the public, , roads, highways, bridges, sidewalks, curbs and curb ramps, crosswalks, where feasible, bicycle ways, Way All public streets, roads, highways, bridges, sidewalks, curbs and curb ramps, crosswalks (where, in level at a curb (curb ramp). Draft Florida Greenbook – 16th Edition Purpose, Policies, distance from the edge of the traveled way or when applicable, face of curb, to a roadside object

2024FDM230SPavtMarkings

a four-foot clear width, not including the width of curb, when a sign is located within a sidewalk, of the traveled way unless otherwise shown in the MUTCD . Place overhead exit signs over the ramp, access traffic lanes and interchange ramps. A delineator may be a flexible or a non- January 1, 2024, B Messages and Symbols A a C B a C B Lane Use Arrows A a C B a C B Ramp Exit Numbers A C B, B a C B Curb Delineation Island Nose Yellow A C B Legend: Options: Preferred (in caps

2025FDM230SPavtMarkings

, not including the width of curb, when a sign is located within a sidewalk. 230.2.1.1 Advance Guide Signs, otherwise shown in the MUTCD . Place overhead exit signs over the ramp traffic lane(s). If a barrier, of delineators along the edge of limited access traffic lanes and interchange ramps. A delineator may, Messages and Symbols A a C B a C B Lane Use Arrows A a C B a C B Ramp Exit Numbers A C B A C B, Curb Delineation Island Nose Yellow A C B Legend: Options: Preferred (in caps): A = Asphalt

2025fdm230spavtmarkings

, not including the width of curb, when a sign is located within a sidewalk. 230.2.1.1 Advance Guide Signs, otherwise shown in the MUTCD . Place overhead exit signs over the ramp traffic lane(s). If a barrier, of delineators along the edge of limited access traffic lanes and interchange ramps. A delineator may, Messages and Symbols A a C B a C B Lane Use Arrows A a C B a C B Ramp Exit Numbers A C B A C B, Curb Delineation Island Nose Yellow A C B Legend: Options: Preferred (in caps): A = Asphalt

2024FDM201DesignControls

across at any point. (3) Speeds shown in this table are posted speeds. Interchange Ramp Areas: Connections within the interchange ramp area require the following spacing from the end of the ramp taper, Median openings within the interchange ramp area require the following standard distance from the end of the ramp taper: • 2,640 feet for full median opening • 1,320 feet for directional median, on the State Highway System. Table 201.5.2 provides the minimum Design Speeds allowed on ramps

2025FDM201DesignControls

use lanes or general toll lanes. Minimum ramp Design Speeds for Express Lanes ramps are included, . Interchange Ramp Areas: Connections within the interchange ramp area require the following spacing from the end of the ramp taper: • 440 feet ≤ 45 mph • 660 feet > 45 mph • 1,320 feet on Access Class 2 Facilities > 45 mph Median openings within the interchange ramp area require the following standard distance from the end of the ramp taper: • 2,640 feet for full median opening

2025FDM201DesignControls

use lanes or general toll lanes. Minimum ramp Design Speeds for Express Lanes ramps are included, . Interchange Ramp Areas: Connections within the interchange ramp area require the following spacing from the end of the ramp taper: • 440 feet ≤ 45 mph • 660 feet > 45 mph • 1,320 feet on Access Class 2 Facilities > 45 mph Median openings within the interchange ramp area require the following standard distance from the end of the ramp taper: • 2,640 feet for full median opening

20231204_448955-1_SR 82_12070

Section: 1 9/29/2023 Lanes: Ortiz Avenue BASE 3.048 6.895 Lawn Curb & Gutter (Y/N): Y Outside, Lanes: Ortiz Avenue BASE 3.048 6.895 Lawn Curb & Gutter (Y/N): Y Outside: Other: SR 82 Cored, is approximate and measured in the center of the lane. Lawn Curb & Gutter (Y/N): Y Outside: Other, Typical Section: 1 9/29/2023 Lanes: Ortiz Avenue BASE 3.048 6.895 Lawn Curb & Gutter (Y/N): Y, : 1 9/29/2023 Lanes: Ortiz Avenue BASE 3.048 6.895 Lawn Curb & Gutter (Y/N): Y Outside: Other

2025FDMPart2DesignCriteria

ramp Design Speeds for Express Lanes ramps are included in Table 201.5.2 . 201.5.2 Post, point. (3) Speeds shown in this table are posted speeds. Interchange Ramp Areas: Connections within the interchange ramp area require the following spacing from the end of the ramp taper: • 440, openings within the interchange ramp area require the following standard distance from the end of the ramp taper: • 2,640 feet for full median opening • 1,320 feet for directional median opening

44965615201-PLANS-01-ROADWAY

EL. 18.82 41.11' RT. STA. 713+74.41 STA. 713+57.03 CURB RAMP STA. 713+40.07 CURB RAMP E L, . 712+70.54 CURB RAMP STA. 712+88.02 CURB RAMP 10' E L . 1 8 . 7 8 ' E L . 1 8 . 8, . 4 5 7 % STA. 712+69.47 CURB RAMP EL. 17.95 80.58' RT. STA. 712+70.52 STA. 712+54.86 CURB RAMP EL. 18.74 41.15' RT. STA. 712+28.43 ( - ) 0 . 3 0 0 % 23' VC K=18 E L . 1, ' LT. STA. 713+26.54 STA. 713+26.10 CURB RAMP ( - ) 0 . 5 6 4 % STA. 713+46.31 CURB RAMP

2025FDM925RdwyXSections

of cross sections within the plan set should be the mainline, side streets, then ramps. Display, (e.g., Easy Street), or ramp (e.g., Ramp A). Indicate exception limits (e.g., Bridge No. 770175 STA, existing ground lines. (4) Show below-ground portions of existing features, e.g., pavement, curb, sidewalk

2026FDM925RdwyXSections

. The order of cross sections within the plan set should be the mainline, side streets, then ramps, ), side street (e.g., Easy Street), or ramp (e.g., Ramp A) . Indicate exception limits (e.g., Bridge, , curb, sidewalk. (5) Show and label parallel underground utilities. Label only the utility type

Design Standards 2002 Interim

of 5 ei0304s1of5.pdf ei0304s1of5r1.pdf Public Sidewalk Curb Ramps - Revised: 04-11-02 - Expanded to include curb ramp detectable warning. See flag on drawing for implementation information.Revised, PUBLIC SIDEWALK CURB RAMPS - Revised 7-24-02 - Replaces Index No. 304.NOTE: This file includes Sheet 5

2024FDM231Lighting

and entrance ramps, respectively. Rest Areas: (1) Analyze each ramp as defined for limited access, , excluding undivided segments and ramps (2) 15 degrees for weigh stations, agricultural stations, these illumination levels. On ramps, either high mast lighting values or the corridor’s lighting values may, throughout all ramps in the interchange. For high mast lighting, the effects of elevated ramps and bridge, of travel). Each zone will be bounded by the back of sidewalk and the back of the median curb. (2

2024FDM231Lighting

degrees for limited access facilities, excluding undivided segments and ramps (2) 15 degrees for weigh, mast style lights may work in conjunction to achieve these illumination levels. On ramps, either, , so long as consistent lighting value requirements are used throughout all ramps in the interchange. For high mast lighting, the effects of elevated ramps and bridge decks must be accounted, by the back of sidewalk and the back of the median curb. (2) Analyze multi-lane undivided roadway segments

E21E0-R0BidTabs

and replacement of concrete mitered end sections, sidewalks, driveways, curb and gutter, ditch pavement, ADA ramps, ASPHALT PAVEMENT 5.000 TN 0025 0425 1205 INLETS, CURB, TYPE 9, PARTIAL 1.000 EA 0030 0425 1209 INLETS, CURB, TYPE 9, MODIFY 1.000 EA 0035 0425 5 MANHOLE, ADJUST 1.000 EA Page 1 of 13, , CURB INLET 1.000 EA 0055 0425 15 51 INLET TOP, REPLACE, CURB INLET 1.000 EA 0060 0430991 1 MITERED END SECT, REPLACE SLAB- MAINTENANCE USE ONLY 20.000 CY 0065 0520 1 7 CONCRETE CURB

102-240

536-001 Grade Beam 5'-0" 5'-0" Ramp Span Approach Span B B D D C C PARTIAL PLAN - APPROACH, ' - 1 " W-Beam Guardrail See Index 536-001 5'-0" 5'-0" Ramp Span Approach Span B B PARTIAL, Limits of Payment for (See Index 102-110 for details) Stakes (Typ.) 5'-0" 5'-0" Ramp Span, BRIDGE THRIE-BEAM GUARDRAIL 11/01/16 5 6 102-240 Offset Block(s) as required Approach Span Curb, ) (Timber shown; Bent Cap Steel similar) (Timber shown; Bent Cap Ramp Span Deck Timber Lagging