Size: px
Start display at page:

Download ""

Transcription

1

2

3

4

5

6

7

8

9

10

11

12

13

14 Construct each curb ramp using Type A1 Use curb ramps with flared sides at locations with wide sidewalks. NOTES Construct each curb ramp using Type A2 Construct each curb ramp using Type A1 PERPENDICULAR CURB RAMPS PARALLEL CURB RAMPS COMBINATION CURB RAMPS PREFERRED CONSTRUCTION PLACEMENT GENERAL: This drawing shows curb ramp types details and placement examples for curb ramp construction, including the installation of detectable warnings. ramp types are shown on Sheet 2 and include Perpendicular, Parallel, and Combined types as specified to be constructed in the locations shown on the project plans. ramps added to an existing intersection or walk should be individually detailed on the project plans to assure that the design is appropriate for site constraints and all items can be constructed to ADA standards. The contractor may adjust the placement of curb ramps if existing field conditions warrant with the approval of the Engineer. PAYMENT: Measure and pay for the ramp area within the shaded limits of this drawing as Item 608, Square Foot. This includes the cost of any curb or curb and gutter, detectable warnings, landing areas and any additional materials, installation, grading, forming, and finishing required within the shaded area. Work beyond the shaded ramp/landing area is paid for as curb (609) and walk (608). Removal of existing curb, walk (or existing curb ramps) are paid under Item 202. For at-grade crossing locations where only detectable warnings are required in order to acheive ADA compliance, measure and pay for the strip of detectable warnings as Item 608 Detectable Warning, Square Foot. The work to cast the tiles in place will also require removal of existing pavement (Item 202) to the nearest joint, or if no joint exists, a minimum of 4 feet. Two sets of Double Parallel s 1-0" are shown. 5-0" Widening (Bypass) When Required Clear Space Construct each curb ramp using Type C1 ramp placement where streets have wide turning radius, and sufficient Use curb ramps with returned curbs where buffer sidewalks width. is wide enough to accommodate ramp slope. Place on streets having wide turning radius and where sidewalks are narrow. Construct each curb ramp using Type A1 Use this design only for existing walks, and when site Acceptable design on corners with wide constraints prohibit other designs. The diagonal Type turning radius where user is able to D ramp may be constructed as either a Perpendicular, maneuver within crosswalk limits so as not Parallel or Combination curb ramp type. Avoid using to encroach into adjacent traveled lanes. where curb radii are less than 20-0". Cross- 5-0" PERPENDICULAR RAMPS DIAGONAL RAMP (Type D) ACCEPTABLE CONSTRUCTION PLACEMENT walk Acceptable design for retrofit only where utilities prevent using a preferred layout. THIS DRAWING REPLACES BP-7.1DATED O FFICE O F ENGINEER NEW C URB RA M PS (w ith D etectable W arnings) RO A D W A Y ENGINEERING M. Ruppe ADMINISTRATOR DATE STATE OF OHIO DEPARTMENT OF TRANSPORTATION STDS. STANDARD ROADWAY CONSTRUCTION DRAWING SCD NUMBER BP

15 Slope 1-0" C 10:1 10:1 B A 10:1 PERPENDICULAR CURB RAMP DETAILS C 10:1 B A Type A1 (Perpendicular with flared sides) 5-0" pref. 5-0" pref. 5-0" pref. Type C1 (Combined with flared sides) COMBINED CURB RAMP DETAILS Type B1 (Single sided Parallel) 6" 5-0" pref. PARALLEL CURB RAMP DETAILS 5-0" pref. 5-0" pref. 1-0" 1-0" Type A2 (Perpendicular with returned curb) 5-0" pref. 5-0" pref. 5-0" pref. Type C2 (Combined with returned curb) Type B2 (Double sided Parallel) 6" D DETECTABLE WARNINGS: Install Detectable Warnings on each curb ramp with DRAINAGE: Contractor is to ensure the base of each constructed curb ramp SURFACE TEXTURE: Texture concrete surfaces by coarse brooming transverse JOINTS: Provide expansion joints in the curb ramp as extensions of walk joints Follows Slope of the NOTES CONTINUED The running slope of the ramp is preferred to be or flatter. In existing sidewalks, where the maximum ramp slope is not feasible due to site constraints (e.g. utility poles or vaults, right-of-way limits) it may be reduced as follows: A) 10:1 for a rise of 6", B) 8:1 for a rise of 3", C) 6:1 over a run of 2-0" for historic areas where a flatter slope is not feasible. To prevent chasing the grade indefinately, the transition from exisiting sidewalk to the shaded curb ramp area is not required to exceed 15 feet in length. While ramps may be skewed to the crosswalk, the entire lower landing area must fall within the cross walk that the ramp serves and cannot be located in the traveled lane of opposing traffic. The counter slope of the gutter or street at the foot of a curb ramp, landing, or blended transitions shall be 20:1 ot flatter. The bottom edge of the ramp shall change planes perpendicular to the landing. The edge of the curb shall be flush with the edge of the adjacent pavement and gutter and surface slopes that meet grade breaks shall also be flush. landings shall be 4 x 4 with a or flatter cross slope and running slope. approved materials, as shown on Sheet 3. Install these proprietary products as per manufacturer s written instructions. allows for proper drainage, without exceeding allowable cross slope or ramp slopes. Vertical change in level exceeding " between the 1) pavement and gutter, and 2) gutter and ramp, are not allowed. to the ramp slopes to be rougher than the adjacent walk. and consistent with Item requirements for a new concrete walk. Provide a " Item expansion joint filler around the edge of ramps built in existing concrete walks. Lines shown on this drawing indicate the ramp edges and slope changes, and do not necessarily indicate joint lines. Grade Break See Sheet 3 for Sections. Type B3 (Single sided Parallel) 1-0" D THIS DRAWING REPLACES BP-7.1DATED O FFICE O F ENGINEER NEW C URB RA M PS (w ith D etectable W arnings) RO A D W A Y ENGINEERING M. Ruppe ADMINISTRATOR DATE STATE OF OHIO DEPARTMENT OF TRANSPORTATION STDS. STANDARD ROADWAY CONSTRUCTION DRAWING SCD NUMBER BP

16 " Item :1 2-6" Gutter Slope Slope New gutter shown. SECTION A-A NORMAL DETAIL See Sheet " Slope 1-6" SECTION D-D See Sheet 2. Slope ment or Gutter Pavement GENERAL: Detectable Warnings are a distinctive surface pattern of 4-0" *Where possible, pour ramp area integral with the curb, otherwise use 6" thick walk. DETECTABLE WARNINGS NOTES truncated domes which are detectable by cane or underfoot to alert people with vision impairments of their approach to streets and hazardous drop-offs. Remove Existing PLACEMENT: Detectable warnings are to be installed at any location where pedestrians might cross paths with vehicular traffic lanes, such as the base of curb ramps or at blended curbs. A 24" strip of domes is ALIGNMENT: Truncated domes should be aligned with the primary direction of the ramp as shown on the DETECTABLE WARNING ALIGNMENT Detail. Normally 6" Detail A Saw Cut if is Monolithic with Pavement or Gutter to be installed for the full width of the ramp or walk. Typical street corner placement locations are shown on Sheet 1. The depth of concrete underneath detectable warning products shall be a minimum of 4". See DETAIL A. the detectable warnings should be flush with the back of the curb, but for skewed conditions see DETECTABLE WARNING ALIGNMENT Detail. For non-standard layouts, detectable warning materials may have to be mitered and placed PRODUCTS & COLORS: Color of the detectable warnings should contrast with sursegmentally. rounding concrete walk and ramp. Black is not an acceptable color. Approved products and guidance on color may be found on the Office of Roadway Engineering Service s Detectable Warnings Approved List. Install products as per manufacturer s printed instructions. 6" Adjacent to P.C.C. - " Preformed Joint Material Item with Joint Sealer Applied per SCD BP-5.1 SECTION A-A EXISTING WALK DETAIL See Sheet " 2.4" 1-6" Pavement Surface 1.6" 2.4" Meet Existing 0.2" " verify slope Existing Walk Use Manufacturer s Written Instructions for Installing Weep Holes, Setting Bed and Grouting Method SQUARE PATTERN, PARALLEL ALIGNMENT " Item DETAIL A 0.9" 1.4" Pavement HEIGHT AND DIAMETER 0.9" 1.4" Direction of Existing 50% to 65% of Base Diameter 2.4" 1.6" Detectable Warning Plate 1.6" 2.4" TRUNCATED DOMES DETAILS 6" Slope 1-6" SECTION B-B Depth Varies Slope Pavement See Sheet 2. See Sheet 2. RADIAL ALIGNMENT 0.9" 1.4" Detectable Warnings in Line with Truncated Domes Slope Flare Exceeds 5 24" Grade Break 6" 6" Slope 1-6" SECTION C-C DETECTABLE WARNING ALIGNMENT walk Existing Pave- Sidelanding 4 Clear Space Truncated Domes Slope Flare DOME ALIGNMENT ON RADIUSED CURB 24" 5 1-0" THIS DRAWING REPLACES BP-7.1DATED O FFICE O F ENGINEER NEW C URB RA M PS (w ith D etectable W arnings) RO A D W A Y ENGINEERING M. Ruppe ADMINISTRATOR DATE STATE OF OHIO DEPARTMENT OF TRANSPORTATION STDS. STANDARD ROADWAY CONSTRUCTION DRAWING SCD NUMBER BP

17 Construct each curb ramp using Type A1 Use curb ramps with flared sides at locations with wide sidewalks. Construct each curb ramp using Type A2 Construct each curb ramp using Type A1 Two sets of Double Parallel s are shown. Use curb ramps with returned curbs where buffer is wide enough to accommodate ramp slope. Place on streets having wide turning radius and where sidewalks are narrow. PERPENDICULAR CURB RAMPS PARALLEL CURB RAMPS PREFERRED CONSTRUCTION PLACEMENT 5'-0" Construct each curb ramp using Type C1 5'-0" ramp placement where streets have wide turning radius, and sufficient sidewalks width. COMBINATION CURB RAMPS STDS. STATE OF OHIO DEPARTMENT OF REVISION DATE ENGINEER TRANSPORTATION ADMINISTRATOR O FFICE O F RO A D W A Y ENGINEERING D. Fisher David L. Holstein NOTES GENERAL: This drawing shows curb ramp types details and placement examples for curb ramp construction, including the installation of detectable warnings. ramp types are shown on Sheet 2 and include Perpendicular, Parallel, and Combined types as specified to be constructed in the locations shown on the project plans. ramps added to an existing intersection or walk should be individually detailed on the project plans to assure that the design is appropriate for site constraints and all items can be constructed to ADA standards. The contractor may adjust the placement of curb ramps if existing field conditions warrant with the approval of the Engineer. PAYMENT: Measure and pay for the ramp area within the shaded limits of this drawing as Item 608, Square Foot. This includes the cost of any curb or curb and gutter, detectable warnings, landing areas and any additional materials, installation, grading, forming, and finishing required within the shaded area. Work beyond the shaded ramp/landing area is paid for as curb (609) and walk (608). Removal of existing curb, walk (or existing curb ramps) are paid under Item 202. For at-grade crossing locations where only detectable warnings are required in order to acheive ADA compliance, measure and pay for the strip of detectable warnings as Item 608 Detectable Warning, Square Foot. The work to cast the tiles in place will also require removal of existing pavement (Item 202) to the nearest joint, or if no joint exists, a minimum of 4 feet. 1'-0" 4'-0" Widening (Bypass) When Required Clear Space Cross- Construct each curb ramp using Type A1 Use this design only for existing walks, and when site Acceptable design on corners with wide constraints prohibit other designs. The diagonal Type turning radius where user is able to D ramp may be constructed as either a Perpendicular, maneuver within crosswalk limits so as not Parallel or Combination curb ramp type. Avoid using to encroach into adjacent traveled lanes. where curb radii are less than 20'-0". PERPENDICULAR RAMPS DIAGONAL RAMP (Type D) ACCEPTABLE CONSTRUCTION PLACEMENT walk Acceptable design for retrofit only where utilities prevent using a preferred layout. THIS DRAWING REPLACES BP-7.1DATED STANDARD ROADWAY CONSTRUCTION DRAWING SCD NUMBER NEW C URB RA M PS (w ith D etectable W arnings) BP-7.1 ````` 1 3

18 A 10:1 10:1 A Type A1 (Perpendicular with flared sides) 5'-0" pref. PERPENDICULAR CURB RAMP DETAILS 5'-0" pref. 1'-0" Type A2 (Perpendicular with returned curb) 5'-0" pref. NOTES CONTINUED The running slope of the curb ramp shall be a maximum or flatter. In existing sidewalks, where the maximum ramp slope is not feasible due to site constraints (e.g. utility poles or vaults, right-of-way limits) it may be reduced as follows: A) 10:1 for a rise of 6", B) 8:1 for a rise of 3", C) 6:1 over a run of 2'-0" for historic areas where a flatter slope is not feasible. To prevent chasing the grade indefinately, the transition from exisiting sidewalk to the shaded curb ramp area is not required to exceed 15 feet in length. While ramps may be skewed to the crosswalk, the entire lower landing area must fall within the cross walk that the ramp serves and cannot be located in the traveled lane of opposing traffic. The counter slope of the gutter or street at the foot of a curb ramp, landing, or blended transitions shall be 20:1 ot flatter. The bottom edge of the ramp shall change planes perpendicular to the landing. The edge of the curb shall be flush with the edge of the adjacent pavement and gutter and surface slopes that meet grade breaks shall also be flush. STDS. STATE OF OHIO DEPARTMENT OF REVISION DATE ENGINEER TRANSPORTATION ADMINISTRATOR David L. Holstein D. Fisher landings shall be 4' x 4' with a or flatter cross slope and running slope. Slope 1'-0" C B 10:1 C 10:1 B Type C1 (Combined with flared sides) 5'-0" pref. 5'-0" pref. COMBINED CURB RAMP DETAILS Type B1 (Single sided Parallel) 6" 5'-0" pref. PARALLEL CURB RAMP DETAILS 5'-0" pref. Type C2 (Combined with returned curb) 5'-0" pref. 1'-0" Type B2 (Double sided Parallel) 5'-0" pref. 6" D DETECTABLE WARNINGS: Install Detectable Warnings on each curb ramp with approved materials, as shown on Sheet 3. Install these proprietary products as per manufacturer's written instructions. DRAINAGE: Contractor is to ensure the base of each constructed curb ramp allows for proper drainage, without exceeding allowable cross slope or ramp slopes. Vertical change in level exceeding " between the 1) pavement and gutter, and 2) gutter and ramp, are not allowed. SURFACE TEXTURE: Texture concrete surfaces by coarse brooming transverse to the ramp slopes to be rougher than the adjacent walk. JOINTS: Provide expansion joints in the curb ramp as extensions of walk joints and consistent with Item requirements for a new concrete walk. Provide a " Item expansion joint filler around the edge of ramps built in existing concrete walks. Lines shown on this drawing indicate the ramp edges and slope changes, and do not necessarily indicate joint lines. Follows Slope of the Grade Break See Sheet 3 for Sections. Type B3 (Single sided Parallel) 1'-0" D THIS DRAWING REPLACES BP-7.1DATED O FFICE O F STANDARD ROADWAY CONSTRUCTION DRAWING SCD NUMBER RO A D W A Y NEW C URB RA M PS (w ith D etectable W arnings) ENGINEERING BP-7.1 ````` 2 3

19 ````` " Item :1 2'-6" Gutter Slope Slope New gutter shown. SECTION A-A NORMAL DETAIL See Sheet 2. 1'-6" Slope 1'-6" SECTION D-D See Sheet 2. Slope 4'-0" *Where possible, pour ramp area integral with the curb, otherwise use 6" thick walk. DETECTABLE WARNINGS NOTES ment or Gutter Pavement GENERAL: Detectable Warnings are a distinctive surface pattern of truncated domes which are detectable by cane or underfoot to alert people with vision impairments of their approach to streets and hazardous drop-offs. PLACEMENT: Detectable warnings are to be installed at any location where pedestrians might cross paths with vehicular traffic lanes, such as the base of curb ramps or at blended curbs. A 24" strip of domes is ALIGNMENT: Truncated domes should be aligned with the primary direction of the ramp as shown on the DETECTABLE WARNING ALIGNMENT Detail. Normally 6" Detail A Remove Existing Saw Cut if is Monolithic with Pavement or Gutter to be installed for the full width of the ramp or walk. Typical street corner placement locations are shown on Sheet 1. The depth of concrete underneath detectable warning products shall be a minimum of 4". See DETAIL A. the detectable warnings should be flush with the back of the curb, but for skewed conditions see DETECTABLE WARNING ALIGNMENT Detail. For non-standard layouts, detectable warning materials may have to be mitered and placed PRODUCTS & COLORS: Color of the detectable warnings should contrast with sursegmentally. rounding concrete walk and ramp. Black is not an acceptable color. Approved products and guidance on color may be found on the Office of Roadway Engineering Service's Detectable Warnings Approved List. Install products as per manufacturer's printed instructions. 6" Adjacent to P.C.C. - " Preformed Joint Material Item with Joint Sealer Applied per SCD BP-5.1 SECTION A-A EXISTING WALK DETAIL See Sheet " 2.4" 1'-6" Pavement Surface 1.6" 2.4" Meet Existing " verify slope Existing Walk Use Manufacturer's Written Instructions for Installing Weep Holes, Setting Bed and Grouting Method 0.2" SQUARE PATTERN, PARALLEL ALIGNMENT " Item DETAIL A 0.9" 1.4" Pavement HEIGHT AND DIAMETER 0.9" 1.4" Direction of Existing 50% to 65% of Base Diameter 2.4" 1.6" Detectable Warning Plate 1.6" 2.4" TRUNCATED DOMES DETAILS 6" Slope 1'-6" SECTION B-B Depth Varies Slope Pavement See Sheet 2. See Sheet 2. RADIAL ALIGNMENT 0.9" 1.4" Detectable Warnings in Line with Truncated Domes Slope Flare Exceeds 5' 24" Grade Break 6" 6" Slope 1'-6" SECTION C-C DETECTABLE WARNING ALIGNMENT walk Existing Pave- Sidelanding 4' Clear Space Truncated Domes Slope Flare DOME ALIGNMENT ON RADIUSED CURB 24" 5' 1'-0" THIS DRAWING REPLACES BP-7.1DATED STDS. STATE OF OHIO DEPARTMENT OF REVISION DATE O FFICE O F STANDARD ROADWAY CONSTRUCTION DRAWING SCD NUMBER TRANSPORTATION ADMINISTRATOR ENGINEER RO A D W A Y NEW C URB RA M PS (w ith D etectable W arnings) David L. Holstein ENGINEERING BP-7.1 D. Fisher 3 3