7-010 Curb Ramp Construction Notes and Details.pdf
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- Solicitation number
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- Issued by
- Bucks County, Pennsylvania
About this file
This document is a technical specification and construction details guide prepared by Gilmore & Associates, Inc. for curb ramp construction projects in Bristol Township and Warminster Township, Bucks County, Pennsylvania. The file contains comprehensive construction notes, design details, and compliance requirements for ADA-compliant curb ramp installations as part of Bristol Township's 2026 Road Paving, Inlet Replacement, and Curb Ramp Program. The specifications establish minimum standards for curb ramp dimensions, slopes, materials, and accessibility features that contractors must follow during construction. Key requirements include a minimum 4'-0" x 4'-0" clear space beyond the curb face within crosswalk widths, maximum slope limits of 1:12 for ramps (with ramp lengths not exceeding 15'-0"), a maximum 2.00% cross slope for new construction, and detectable warning surfaces (DWS) with a 24-inch minimum depth in the direction of pedestrian travel. All materials and construction must conform to PennDOT Publication 408 (Sections 350, 409, 630, 676, 694, and 695) and include Class A concrete from PennDOT-approved suppliers, coarse brooming for slip-resistant texture, expansion joint materials at rigid pavement connections, and proper joint sealing and placement at 10-foot intervals.
The specifications detail multiple curb ramp configurations (Type 1 and others) with provisions for adapting designs to existing curb heights less than the standard 8 inches and for handling variable ramp lengths based on curb height and sidewalk slope. Construction requirements include depressed curb installations flush to adjacent roadways with positive drainage provisions, cheek walls permitted only adjacent to non-walk areas, dummy joints where ramps and sidewalks abut, and intermediate control joints spaced at 10-foot intervals. Sidewalk longitudinal slopes must not exceed 5.00%, and the algebraic difference in grade between curb ramps and adjoining road surfaces cannot exceed 13.33%. A 4'-0" maximum digital display level will verify slope compliance. The contractor bears full responsibility for ADA and PennDOT accessibility compliance, with any non-conforming work to be replaced at no additional expense to the owner and no tolerance allowed beyond specified slope and dimension requirements.
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65 EAST BUTLER AVENUE SUITE 100 NEW BRITAIN, PA 18901-5106 ● (215) 345-4330 ● www.gilmore-assoc.com
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BRISTOL TOWNSHIP, BUCKS COUNTY, PENNSYLVANIA
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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CURB RAMP DETAILS AND NOTES
AutoCAD SHX Text NOTES: 1. PROVIDE MATERIALS AND CONSTRUCTION MEETING THE REQUIREMENTS OF PUBLICATION 408, SECTIONS 350, 409, 630, 676, 694 AND 695. PROVIDE MATERIALS AND CONSTRUCTION MEETING THE REQUIREMENTS OF PUBLICATION 408, SECTIONS 350, 409, 630, 676, 694 AND 695. 2. PROVIDE EXPANSION JOINT MATERIAL 1/2" THICK WHERE CURB RAMP ADJOINS ANY RIGID PAVEMENT, SIDEWALK OR STRUCTURE WITH THE TOP OF PROVIDE EXPANSION JOINT MATERIAL 1/2" THICK WHERE CURB RAMP ADJOINS ANY RIGID PAVEMENT, SIDEWALK OR STRUCTURE WITH THE TOP OF JOINT FILLER FLUSH WITH ADJACENT CONCRETE SURFACE. 3. CONSTRUCT CURB RAMPS WITH A MINIMUM 4'-0" X 4'-0" CLEAR SPACE BEYOND THE CURB FACE, WITHIN THE WIDTH OF THE CROSSWALK AND CONSTRUCT CURB RAMPS WITH A MINIMUM 4'-0" X 4'-0" CLEAR SPACE BEYOND THE CURB FACE, WITHIN THE WIDTH OF THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL VEHICLE TRAVEL LANE. SEE PENNDOT PUBLICATION 72, RC-67M SHEET 7 FOR CROSSWALK DETAILS. 4. SEAL JOINTS WITH AN APPROVED SEALING MATERIAL. SEAL JOINTS WITH AN APPROVED SEALING MATERIAL. 5. PROVIDE SLIP RESISTANT TEXTURE ON CURB RAMP BY COARSE BROOMING TRANSVERSE TO THE SLOPE OF THE RAMP. EXTEND TEXTURE THE FULL PROVIDE SLIP RESISTANT TEXTURE ON CURB RAMP BY COARSE BROOMING TRANSVERSE TO THE SLOPE OF THE RAMP. EXTEND TEXTURE THE FULL WIDTH AND LENGTH OF THE CURB RAMP INCLUDING FLARED SIDE RAMPS. 6. MODIFY CONSTRUCTION DETAILS TO ADAPT DIMENSIONS TO EXISTING CURB HEIGHTS WHERE THE CURB IS LESS THAN THE STANDARD 8" HEIGHT. MODIFY CONSTRUCTION DETAILS TO ADAPT DIMENSIONS TO EXISTING CURB HEIGHTS WHERE THE CURB IS LESS THAN THE STANDARD 8" HEIGHT. 7. CURB RAMP AND SIDE FLARE LENGTHS ARE VARIABLE AND BASED ON CURB HEIGHT AND THE SIDEWALK SLOPE. CURB RAMP AND SIDE FLARE LENGTHS ARE VARIABLE AND BASED ON CURB HEIGHT AND THE SIDEWALK SLOPE. 8. TO AVOID CHASING GRADE INDEFINITELY WHEN TRAVERSING THE HEIGHT OF CURB, RAMP LENGTH NOT TO EXCEED 15'-0". ADJUST RAMP SLOPE AS TO AVOID CHASING GRADE INDEFINITELY WHEN TRAVERSING THE HEIGHT OF CURB, RAMP LENGTH NOT TO EXCEED 15'-0". ADJUST RAMP SLOPE AS NEEDED TO PROVIDE ACCESS TO THE MAXIMUM EXTENT FEASIBLE. 9. NON-WALK AREA IS AN OBSTRUCTED OR GRASS/NON-PAVED AREA ADJACENT TO THE PEDESTRIAN ACCESS ROUTE THAT IS NOT USED BY THE NON-WALK AREA IS AN OBSTRUCTED OR GRASS/NON-PAVED AREA ADJACENT TO THE PEDESTRIAN ACCESS ROUTE THAT IS NOT USED BY THE PEDESTRIAN FOR ACCESS. 10. THE DETAILS DEPICT PEDESTRIAN PUSHBUTTON POLES TO ILLUSTRATE THE RECOMMENDED PLACEMENT OF PEDESTRIAN PUSHBUTTONS. FOR THE DETAILS DEPICT PEDESTRIAN PUSHBUTTON POLES TO ILLUSTRATE THE RECOMMENDED PLACEMENT OF PEDESTRIAN PUSHBUTTONS. FOR ALTERATION PROJECTS, PROVIDE ACCESS TO EXISTING PEDESTRIAN PUSHBUTTONS TO THE MAXIMUM EXTENT FEASIBLE. INSTALL PEDESTRIAN PUSHBUTTON STUB POLES, WHERE APPLICABLE, SO AS NOT TO CREATE PEDESTRIAN OBSTRUCTIONS. 11. SEE TC-8803 FOR ADDITIONAL PEDESTRIAN PUSHBUTTON DETAILS NOT SHOWN. SEE TC-8803 FOR ADDITIONAL PEDESTRIAN PUSHBUTTON DETAILS NOT SHOWN. 12. ALIGN DETECTABLE WARNING SURFACE TRUNCATED DOMES ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF THE RAMP AND PERPENDICULAR ALIGN DETECTABLE WARNING SURFACE TRUNCATED DOMES ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF THE RAMP AND PERPENDICULAR TO CURB. SEE SHEET 9 FOR INSTALLATIONS ALONG CURVED SURFACES 13. PROVIDE DETECTABLE WARNING SURFACES (DWS) 24" MINIMUM (IN THE DIRECTION OF PEDESTRIAN TRAVEL) ACROSS FULL WIDTH OF RAMP AT THE PROVIDE DETECTABLE WARNING SURFACES (DWS) 24" MINIMUM (IN THE DIRECTION OF PEDESTRIAN TRAVEL) ACROSS FULL WIDTH OF RAMP AT THE GRADE BREAK NEAR STREET EDGE. PROVIDE DWS THAT CONTRAST VISUALLY WITH ADJACENT WALKWAY SURFACES, EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT FOR THE FULL WIDTH OF RAMP. 14. FOR NEW CONSTRUCTION, DO NOT EXCEED 2.00% CROSS SLOPE ON THE CURB RAMP OR PEDESTRIAN ACCESS ROUTE. FOR NEW CONSTRUCTION, DO NOT EXCEED 2.00% CROSS SLOPE ON THE CURB RAMP OR PEDESTRIAN ACCESS ROUTE. 15. FOR NEW CONSTRUCTION AND ALTERATIONS, CONSTRUCT CURB RAMP AND FLARE SLOPES WITH THE FLATTEST SLOPE POSSIBLE. THE SLOPES FOR NEW CONSTRUCTION AND ALTERATIONS, CONSTRUCT CURB RAMP AND FLARE SLOPES WITH THE FLATTEST SLOPE POSSIBLE. THE SLOPES INDICATED IN THE DETAILS SHOW THE MAX SLOPE ALLOWABLE. SLOPES THAT EXCEED THOSE INDICATED IN THE DETAILS, OR CONTRACT DOCUMENTS AS APPLICABLE, WILL NOT BE ACCEPTED AND WILL BE RECONSTRUCTED. 16. CONSTRUCT SIDEWALKS AT A LONGITUDINAL SLOPE NOT TO EXCEED 5.00%. FOR ROADWAY PROFILE SLOPES THAT EXCEED 5.00%, CONSTRUCT CONSTRUCT SIDEWALKS AT A LONGITUDINAL SLOPE NOT TO EXCEED 5.00%. FOR ROADWAY PROFILE SLOPES THAT EXCEED 5.00%, CONSTRUCT PARALLEL SIDEWALKS ADJACENT TO ROADWAY AT A LONGITUDINAL SLOPE NOT TO EXCEED ROADWAY PROFILE SLOPE. 17. THE CHANGE IN GRADE AT THE BOTTOM OF THE CUB RAMP AND ADJOINING ROAD SURFACE IS NOT TO EXCEED AN ALGEBRAIC DIFFERENCE OF THE CHANGE IN GRADE AT THE BOTTOM OF THE CUB RAMP AND ADJOINING ROAD SURFACE IS NOT TO EXCEED AN ALGEBRAIC DIFFERENCE OF 13.33%. THE COUNTER SLOPE OF THE GUTTER OR ROAD AT THE FOOT OF A CURB RAMP, TURNING SPACE OR BLENDED TRANSITION IS NOT TO EXCEED 5.00%. SEE PENNDOT PUBLICATION 72, RC-67 SHEET 8 FOR DETAILS. 18. THE CONSTRUCTION STANDARDS DEPICTED ARE MOST APPROPRIATE FOR NEW CONSTRUCTION. ALL CONSTRUCTION MUST MEET THE STANDARDS THE CONSTRUCTION STANDARDS DEPICTED ARE MOST APPROPRIATE FOR NEW CONSTRUCTION. ALL CONSTRUCTION MUST MEET THE STANDARDS CONTAINED HEREIN UNLESS OTHERWISE NOTED OR DIRECTED. 19. ALL SLOPES ARE MEASURED WITH RESPECT TO A LEVEL PLANE, THEREFORE, THE LENGTH OF RAMP IS NOT SOLELY DEPENDANT ON THE HEIGHT OF ALL SLOPES ARE MEASURED WITH RESPECT TO A LEVEL PLANE, THEREFORE, THE LENGTH OF RAMP IS NOT SOLELY DEPENDANT ON THE HEIGHT OF CURB. (FOR EXAMPLE, A 6" CURB DOES NOT NECESSARILY MEAN A RAMP LENGTH OF 6'-0" FOR A 1:12 SLOPE.) 20. SIDEWALK WIDTH MAY BE REDUCED TO 4'-0" WHEN PASSING AREAS 5'-0"x5'-0" ARE PROVIDED EVERY 200'. SIDEWALK WIDTH MAY BE REDUCED TO 4'-0" WHEN PASSING AREAS 5'-0"x5'-0" ARE PROVIDED EVERY 200'. 21. THE TRAVEL LANE IS DEFINED BY THE OUTSIDE EDGE OF THE WHITE PAVEMENT MARKING LINE. IF A WHITE PAVEMENT MARKING LINE DOES NOT THE TRAVEL LANE IS DEFINED BY THE OUTSIDE EDGE OF THE WHITE PAVEMENT MARKING LINE. IF A WHITE PAVEMENT MARKING LINE DOES NOT EXIST, THE TRAVEL LANE IS DEFINED BY THE CONTRACT DOCUMENTS. 22. CONSTRUCT DEPRESSED CURB FOR CURB RAMPS FLUSH TO ADJACENT ROADWAY. GRADE EDGE OF ROAD ELEVATIONS AT THE FLOW LINE TO CONSTRUCT DEPRESSED CURB FOR CURB RAMPS FLUSH TO ADJACENT ROADWAY. GRADE EDGE OF ROAD ELEVATIONS AT THE FLOW LINE TO ENSURE POSITIVE DRAINAGE AND PREVENT PONDING. FOR LEVEL TURNING SPACES BEHIND DEPRESSED CURB, ADJUST SLOPES TO PROVIDE POSITIVE DRAINAGE. AT THE JOINT BETWEEN DEPRESSED CURB AND ROADWAYS, REMOVE EXCESS JOINT SEALER AND COVER THE SEALED AREA WITH A LIGHT APPLICATION OF DRY SAND. 23. CHEEK WALLS ARE PERMITTED WHEN ADJACENT TO NON-WALK AREAS OR ELEVATION DIFFERENCES CANNOT BE ACCOMMODATED BY FLARES OR CHEEK WALLS ARE PERMITTED WHEN ADJACENT TO NON-WALK AREAS OR ELEVATION DIFFERENCES CANNOT BE ACCOMMODATED BY FLARES OR GRADING. GRADE GRASS AREAS OR OTHER NON-WALK AREAS AT 1:3 MAXIMUM OR FLATTER. DO NOT INSTALL CHEEK WALLS THAT INTERSECT THE PEDESTRIAN PATH. 24. CONSTRUCT TOP OF PLAIN CEMENT CONCRETE DEPRESSED CURB TO BE FLUSH WITH ADJACENT SURFACES (RAMPS, SIDEWALKS, FLARES). CONSTRUCT TOP OF PLAIN CEMENT CONCRETE DEPRESSED CURB TO BE FLUSH WITH ADJACENT SURFACES (RAMPS, SIDEWALKS, FLARES). 25. FOR CURB RAMPS THAT LEAD TO A SINGLE CROSSWALK, THE RAMP (EXCLUDING FLARES) IS TO BE FULLY INSIDE OF MARKED CROSSWALK LINES. FOR CURB RAMPS THAT LEAD TO A SINGLE CROSSWALK, THE RAMP (EXCLUDING FLARES) IS TO BE FULLY INSIDE OF MARKED CROSSWALK LINES. SEE PENNDOT PUBLICATION 72, RC-67 SHEET 7 FOR DETAILS. 26. A 4'-0" MAXIMUM DIGITAL DISPLAY LEVEL WILL BE USED TO VERIFY THE SLOPES OF CURB RAMPS AND SIDEWALKS. A 4'-0" MAXIMUM DIGITAL DISPLAY LEVEL WILL BE USED TO VERIFY THE SLOPES OF CURB RAMPS AND SIDEWALKS. 27. INSTALL DUMMY JOINTS WHERE RAMPS, TURNING SPACES, FLARES, AND SIDEWALKS ABUT. INSTALL DUMMY JOINTS WHERE RAMPS, TURNING SPACES, FLARES, AND SIDEWALKS ABUT. 28. CONSTRUCT DEPRESSED CURB SLOPE TO MATCH ROADWAY PROFILE AND HAVE A FLUSH CONNECTION. TRANSITION CURB RAMP CROSS SLOPE TO CONSTRUCT DEPRESSED CURB SLOPE TO MATCH ROADWAY PROFILE AND HAVE A FLUSH CONNECTION. TRANSITION CURB RAMP CROSS SLOPE TO MATCH ROADWAY PROFILE AS GRADUALLY AS POSSIBLE. DO NOT EXCEED 3.00% PER 1'-0" CROSS SLOPE RATE OF CHANGE WHEN TRANSITIONING TO ROADWAY PROFILE. 29. DO NOT SCORE OR MAKE GROOVES ON SLOPED SURFACES. LINES SHOWN ON DETAILS ARE FOR ILLUSTRATION ONLY. DO NOT SCORE OR MAKE GROOVES ON SLOPED SURFACES. LINES SHOWN ON DETAILS ARE FOR ILLUSTRATION ONLY. 30. ANY WORK NOT MEETING ADA & PENNDOT ACCESSIBILTY REQUIREMENTS SHALL BE REPLACED BY CONTRACTOR AT NO ADDITIONAL EXPENSE TO ANY WORK NOT MEETING ADA & PENNDOT ACCESSIBILTY REQUIREMENTS SHALL BE REPLACED BY CONTRACTOR AT NO ADDITIONAL EXPENSE TO OWNER. NO TOLERANCE BEYOND ALLOWABLE SLOPES AND DIMENSIONS WILL BE MADE. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL LIANCE WITH ALL APPLICABLE REGULATIONS.
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65 EAST BUTLER AVENUE SUITE 100 NEW BRITAIN, PA 18901-5106 ● (215) 345-4330 ● www.gilmore-assoc.com
SHEET 1
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CURB RAMP
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WARMINSTER TOWNSHIP, BUCKS COUNTY, PENNSYLVANIA
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GILMORE & ASSOCIATES, INC.
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CURB RAMP DETAILS AND NOTES
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BRISTOL TOWNSHIP, BUCKS COUNTY, PENNSYLVANIA
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GILMORE & ASSOCIATES, INC.
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AutoCAD SHX Text 18 CURB RAMPS REQUIRE A 1220 (4'-0") MINIMUM LANDING WITH A MAXIMUM SLOPE OF 2.00% IN ALL DIRECTIONS WHERE PEDESTRIANS PERFORM TURNING MANEUVERS. SEE DETAILS FOR LOCATIONS.
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65 EAST BUTLER AVENUE SUITE 100 NEW BRITAIN, PA 18901-5106 ● (215) 345-4330 ● www.gilmore-assoc.com
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GILMORE & ASSOCIATES, INC.
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CURB RAMP DETAILS AND NOTES
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GILMORE & ASSOCIATES, INC.
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CURB RAMP DETAILS AND NOTES
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GILMORE & ASSOCIATES, INC.
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CURB RAMP DETAILS AND NOTES
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GILMORE & ASSOCIATES, INC.
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CURB RAMP DETAILS AND NOTES
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65 EAST BUTLER AVENUE SUITE 100 NEW BRITAIN, PA 18901-5106 ● (215) 345-4330 ● www.gilmore-assoc.com
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GILMORE & ASSOCIATES, INC.
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ROAD RESTORATION DETAIL
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ADDITIONAL ROAD RESTORATION INFORMATION INCLUDED IN THE MEASUREMENT & PAYMENT SECTION OF ADDITIONAL ROAD RESTORATION INFORMATION INCLUDED IN THE MEASUREMENT & PAYMENT SECTION OF ROAD RESTORATION INFORMATION INCLUDED IN THE MEASUREMENT & PAYMENT SECTION OF ROAD RESTORATION INFORMATION INCLUDED IN THE MEASUREMENT & PAYMENT SECTION OF RESTORATION INFORMATION INCLUDED IN THE MEASUREMENT & PAYMENT SECTION OF RESTORATION INFORMATION INCLUDED IN THE MEASUREMENT & PAYMENT SECTION OF INFORMATION INCLUDED IN THE MEASUREMENT & PAYMENT SECTION OF INFORMATION INCLUDED IN THE MEASUREMENT & PAYMENT SECTION OF INCLUDED IN THE MEASUREMENT & PAYMENT SECTION OF INCLUDED IN THE MEASUREMENT & PAYMENT SECTION OF IN THE MEASUREMENT & PAYMENT SECTION OF IN THE MEASUREMENT & PAYMENT SECTION OF THE MEASUREMENT & PAYMENT SECTION OF THE MEASUREMENT & PAYMENT SECTION OF MEASUREMENT & PAYMENT SECTION OF MEASUREMENT & PAYMENT SECTION OF & PAYMENT SECTION OF & PAYMENT SECTION OF PAYMENT SECTION OF PAYMENT SECTION OF SECTION OF SECTION OF OF OF THE PROJECT MANUAL. 2. TAPERED CURB IS TO BE USED WHEN EXISTING ADJACENT CURB IS TAPERED OR NEW CURB IS BEING TAPERED CURB IS TO BE USED WHEN EXISTING ADJACENT CURB IS TAPERED OR NEW CURB IS BEING CURB IS TO BE USED WHEN EXISTING ADJACENT CURB IS TAPERED OR NEW CURB IS BEING CURB IS TO BE USED WHEN EXISTING ADJACENT CURB IS TAPERED OR NEW CURB IS BEING IS TO BE USED WHEN EXISTING ADJACENT CURB IS TAPERED OR NEW CURB IS BEING IS TO BE USED WHEN EXISTING ADJACENT CURB IS TAPERED OR NEW CURB IS BEING TO BE USED WHEN EXISTING ADJACENT CURB IS TAPERED OR NEW CURB IS BEING TO BE USED WHEN EXISTING ADJACENT CURB IS TAPERED OR NEW CURB IS BEING BE USED WHEN EXISTING ADJACENT CURB IS TAPERED OR NEW CURB IS BEING BE USED WHEN EXISTING ADJACENT CURB IS TAPERED OR NEW CURB IS BEING USED WHEN EXISTING ADJACENT CURB IS TAPERED OR NEW CURB IS BEING USED WHEN EXISTING ADJACENT CURB IS TAPERED OR NEW CURB IS BEING WHEN EXISTING ADJACENT CURB IS TAPERED OR NEW CURB IS BEING WHEN EXISTING ADJACENT CURB IS TAPERED OR NEW CURB IS BEING EXISTING ADJACENT CURB IS TAPERED OR NEW CURB IS BEING EXISTING ADJACENT CURB IS TAPERED OR NEW CURB IS BEING ADJACENT CURB IS TAPERED OR NEW CURB IS BEING ADJACENT CURB IS TAPERED OR NEW CURB IS BEING CURB IS TAPERED OR NEW CURB IS BEING CURB IS TAPERED OR NEW CURB IS BEING IS TAPERED OR NEW CURB IS BEING IS TAPERED OR NEW CURB IS BEING TAPERED OR NEW CURB IS BEING TAPERED OR NEW CURB IS BEING OR NEW CURB IS BEING OR NEW CURB IS BEING NEW CURB IS BEING NEW CURB IS BEING CURB IS BEING CURB IS BEING IS BEING IS BEING BEING BEING INSTALLED. ALL OTHER EXISTING CURBS TO BE NON-TAPERED. 3. ALL CONCRETE TO BE CLASS A FROM PADOT APPROVED SUPPLIER. ALL CONCRETE TO BE CLASS A FROM PADOT APPROVED SUPPLIER. 4. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH PADOT PUBLICATION 408, LATEST EDITION AND ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH PADOT PUBLICATION 408, LATEST EDITION AND CONSTRUCTION AND MATERIALS SHALL CONFORM WITH PADOT PUBLICATION 408, LATEST EDITION AND CONSTRUCTION AND MATERIALS SHALL CONFORM WITH PADOT PUBLICATION 408, LATEST EDITION AND AND MATERIALS SHALL CONFORM WITH PADOT PUBLICATION 408, LATEST EDITION AND AND MATERIALS SHALL CONFORM WITH PADOT PUBLICATION 408, LATEST EDITION AND MATERIALS SHALL CONFORM WITH PADOT PUBLICATION 408, LATEST EDITION AND MATERIALS SHALL CONFORM WITH PADOT PUBLICATION 408, LATEST EDITION AND SHALL CONFORM WITH PADOT PUBLICATION 408, LATEST EDITION AND SHALL CONFORM WITH PADOT PUBLICATION 408, LATEST EDITION AND CONFORM WITH PADOT PUBLICATION 408, LATEST EDITION AND CONFORM WITH PADOT PUBLICATION 408, LATEST EDITION AND WITH PADOT PUBLICATION 408, LATEST EDITION AND WITH PADOT PUBLICATION 408, LATEST EDITION AND PADOT PUBLICATION 408, LATEST EDITION AND PADOT PUBLICATION 408, LATEST EDITION AND PUBLICATION 408, LATEST EDITION AND PUBLICATION 408, LATEST EDITION AND 408, LATEST EDITION AND 408, LATEST EDITION AND LATEST EDITION AND LATEST EDITION AND EDITION AND EDITION AND AND AND COMPLETED IN ACCORDANCE WITH 102R. 5. EXISTING ROAD SURFACE TO BE SAWCUT ALONG CURB, NO MORE THAN 12" WIDTH. EXISTING ROAD SURFACE TO BE SAWCUT ALONG CURB, NO MORE THAN 12" WIDTH. 6. INTERMEDIATE CONTROL JOINTS TYPICAL 2" DEEP X " WIDE. JOINTS TO BE PLACED AT 10' INTERVALS INTERMEDIATE CONTROL JOINTS TYPICAL 2" DEEP X " WIDE. JOINTS TO BE PLACED AT 10' INTERVALS CONTROL JOINTS TYPICAL 2" DEEP X " WIDE. JOINTS TO BE PLACED AT 10' INTERVALS CONTROL JOINTS TYPICAL 2" DEEP X " WIDE. JOINTS TO BE PLACED AT 10' INTERVALS JOINTS TYPICAL 2" DEEP X " WIDE. JOINTS TO BE PLACED AT 10' INTERVALS JOINTS TYPICAL 2" DEEP X " WIDE. JOINTS TO BE PLACED AT 10' INTERVALS TYPICAL 2" DEEP X " WIDE. JOINTS TO BE PLACED AT 10' INTERVALS TYPICAL 2" DEEP X " WIDE. JOINTS TO BE PLACED AT 10' INTERVALS 2" DEEP X " WIDE. JOINTS TO BE PLACED AT 10' INTERVALS 2" DEEP X " WIDE. JOINTS TO BE PLACED AT 10' INTERVALS DEEP X " WIDE. JOINTS TO BE PLACED AT 10' INTERVALS DEEP X " WIDE. JOINTS TO BE PLACED AT 10' INTERVALS X " WIDE. JOINTS TO BE PLACED AT 10' INTERVALS X " WIDE. JOINTS TO BE PLACED AT 10' INTERVALS " WIDE. JOINTS TO BE PLACED AT 10' INTERVALS 316" WIDE. JOINTS TO BE PLACED AT 10' INTERVALS WIDE. JOINTS TO BE PLACED AT 10' INTERVALS WIDE. JOINTS TO BE PLACED AT 10' INTERVALS JOINTS TO BE PLACED AT 10' INTERVALS JOINTS TO BE PLACED AT 10' INTERVALS JOINTS TO BE PLACED AT 10' INTERVALS TO BE PLACED AT 10' INTERVALS TO BE PLACED AT 10' INTERVALS BE PLACED AT 10' INTERVALS BE PLACED AT 10' INTERVALS PLACED AT 10' INTERVALS PLACED AT 10' INTERVALS AT 10' INTERVALS AT 10' INTERVALS 10' INTERVALS 10' INTERVALS INTERVALS INTERVALS (MIN. OF 4' FOR CLOSURE OR CURVES). 7. PLACE 2" DEEP, " WIDE CONTROL JOINTS IN TOP OF DEPRESSED CURB IN UNIFORM SPACING OF 10' PLACE 2" DEEP, " WIDE CONTROL JOINTS IN TOP OF DEPRESSED CURB IN UNIFORM SPACING OF 10' 2" DEEP, " WIDE CONTROL JOINTS IN TOP OF DEPRESSED CURB IN UNIFORM SPACING OF 10' 2" DEEP, " WIDE CONTROL JOINTS IN TOP OF DEPRESSED CURB IN UNIFORM SPACING OF 10' DEEP, " WIDE CONTROL JOINTS IN TOP OF DEPRESSED CURB IN UNIFORM SPACING OF 10' DEEP, " WIDE CONTROL JOINTS IN TOP OF DEPRESSED CURB IN UNIFORM SPACING OF 10' " WIDE CONTROL JOINTS IN TOP OF DEPRESSED CURB IN UNIFORM SPACING OF 10' 316" WIDE CONTROL JOINTS IN TOP OF DEPRESSED CURB IN UNIFORM SPACING OF 10' WIDE CONTROL JOINTS IN TOP OF DEPRESSED CURB IN UNIFORM SPACING OF 10' WIDE CONTROL JOINTS IN TOP OF DEPRESSED CURB IN UNIFORM SPACING OF 10' CONTROL JOINTS IN TOP OF DEPRESSED CURB IN UNIFORM SPACING OF 10' CONTROL JOINTS IN TOP OF DEPRESSED CURB IN UNIFORM SPACING OF 10' JOINTS IN TOP OF DEPRESSED CURB IN UNIFORM SPACING OF 10' JOINTS IN TOP OF DEPRESSED CURB IN UNIFORM SPACING OF 10' IN TOP OF DEPRESSED CURB IN UNIFORM SPACING OF 10' IN TOP OF DEPRESSED CURB IN UNIFORM SPACING OF 10' TOP OF DEPRESSED CURB IN UNIFORM SPACING OF 10' TOP OF DEPRESSED CURB IN UNIFORM SPACING OF 10' OF DEPRESSED CURB IN UNIFORM SPACING OF 10' OF DEPRESSED CURB IN UNIFORM SPACING OF 10' DEPRESSED CURB IN UNIFORM SPACING OF 10' DEPRESSED CURB IN UNIFORM SPACING OF 10' CURB IN UNIFORM SPACING OF 10' CURB IN UNIFORM SPACING OF 10' IN UNIFORM SPACING OF 10' IN UNIFORM SPACING OF 10' UNIFORM SPACING OF 10' UNIFORM SPACING OF 10' SPACING OF 10' SPACING OF 10' OF 10' OF 10' 10' 10' MAX. 8. PLACE " PREMOLDED EXPANSION JOINT FILLER ADJACENT TO CURB OR TO CONFORM TO CROSS PLACE " PREMOLDED EXPANSION JOINT FILLER ADJACENT TO CURB OR TO CONFORM TO CROSS " PREMOLDED EXPANSION JOINT FILLER ADJACENT TO CURB OR TO CONFORM TO CROSS 12" PREMOLDED EXPANSION JOINT FILLER ADJACENT TO CURB OR TO CONFORM TO CROSS PREMOLDED EXPANSION JOINT FILLER ADJACENT TO CURB OR TO CONFORM TO CROSS PREMOLDED EXPANSION JOINT FILLER ADJACENT TO CURB OR TO CONFORM TO CROSS EXPANSION JOINT FILLER ADJACENT TO CURB OR TO CONFORM TO CROSS EXPANSION JOINT FILLER ADJACENT TO CURB OR TO CONFORM TO CROSS JOINT FILLER ADJACENT TO CURB OR TO CONFORM TO CROSS JOINT FILLER ADJACENT TO CURB OR TO CONFORM TO CROSS FILLER ADJACENT TO CURB OR TO CONFORM TO CROSS FILLER ADJACENT TO CURB OR TO CONFORM TO CROSS ADJACENT TO CURB OR TO CONFORM TO CROSS ADJACENT TO CURB OR TO CONFORM TO CROSS TO CURB OR TO CONFORM TO CROSS TO CURB OR TO CONFORM TO CROSS CURB OR TO CONFORM TO CROSS CURB OR TO CONFORM TO CROSS OR TO CONFORM TO CROSS OR TO CONFORM TO CROSS TO CONFORM TO CROSS TO CONFORM TO CROSS CONFORM TO CROSS CONFORM TO CROSS TO CROSS TO CROSS CROSS CROSS SECTIONAL MATERIAL AT STRUCTURES AND AT THE END OF THE WORK DAY. CUT MATERIAL TO CONFORM MATERIAL AT STRUCTURES AND AT THE END OF THE WORK DAY. CUT MATERIAL TO CONFORM MATERIAL AT STRUCTURES AND AT THE END OF THE WORK DAY. CUT MATERIAL TO CONFORM AT STRUCTURES AND AT THE END OF THE WORK DAY. CUT MATERIAL TO CONFORM AT STRUCTURES AND AT THE END OF THE WORK DAY. CUT MATERIAL TO CONFORM STRUCTURES AND AT THE END OF THE WORK DAY. CUT MATERIAL TO CONFORM STRUCTURES AND AT THE END OF THE WORK DAY. CUT MATERIAL TO CONFORM AND AT THE END OF THE WORK DAY. CUT MATERIAL TO CONFORM AND AT THE END OF THE WORK DAY. CUT MATERIAL TO CONFORM AT THE END OF THE WORK DAY. CUT MATERIAL TO CONFORM AT THE END OF THE WORK DAY. CUT MATERIAL TO CONFORM THE END OF THE WORK DAY. CUT MATERIAL TO CONFORM THE END OF THE WORK DAY. CUT MATERIAL TO CONFORM END OF THE WORK DAY. CUT MATERIAL TO CONFORM END OF THE WORK DAY. CUT MATERIAL TO CONFORM OF THE WORK DAY. CUT MATERIAL TO CONFORM OF THE WORK DAY. CUT MATERIAL TO CONFORM THE WORK DAY. CUT MATERIAL TO CONFORM THE WORK DAY. CUT MATERIAL TO CONFORM WORK DAY. CUT MATERIAL TO CONFORM WORK DAY. CUT MATERIAL TO CONFORM DAY. CUT MATERIAL TO CONFORM DAY. CUT MATERIAL TO CONFORM CUT MATERIAL TO CONFORM CUT MATERIAL TO CONFORM MATERIAL TO CONFORM MATERIAL TO CONFORM TO CONFORM TO CONFORM CONFORM CONFORM TO AREA OF CURB. 9. SEE RC-50 FOR PLAIN CONCRETE CURB SLOPED TOP TREATMENT AT END OF STRUCTURES. SEE RC-50 FOR PLAIN CONCRETE CURB SLOPED TOP TREATMENT AT END OF STRUCTURES. 10. ALL CURB FORMS MUST BE APPROVED BY THE TOWNSHIP ENGINEER.ALL CURB FORMS MUST BE APPROVED BY THE TOWNSHIP ENGINEER.
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SAWCUT LINE
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CLASS A CONCRETE POURED AFTER CURB INSTALLATION
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TACK COAT
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1 " 9.5MM WEARING 12" 9.5MM WEARING COURSE
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JOINT SEAL
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ADA COMPLIANT RAMP
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ADA RAMP LANDING AREA
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2A STONE
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ROAD BASE IS ANTICIPATED TO BE CONCRETE CONNECTED TO EXISTING CURB
SEALANT
65 EAST BUTLER AVENUE SUITE 100 NEW BRITAIN, PA 18901-5106 ● (215) 345-4330 ● www.gilmore-assoc.com
JOB NO.:
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DATE:
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SCALE:
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BRISTOL TOWNSHIP, BUCKS COUNTY, PENNSYLVANIA
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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CURB RAMP PLANS LEGEND
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NOT TO SCALE
AutoCAD SHX Text 2024-00279
AutoCAD SHX Text 04/18/2024
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LEGEND
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LEGEND
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LEVEL TURNING AREA (2%%% MAX)
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DETECTABLE WARNING SURFACE
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XXX.XX
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PROPOSED SPOT ELEVATION
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XXX.XX
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EXISTING SPOT ELEVATION
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X.XX%%%
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PROPOSED SLOPE
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X.XX%%%
EXISTING SLOPE
| RC-67 RAMP DETAILS-DETAILS 1 |
| RC-67 RAMP DETAILS-DETAILS 2 - TYPE 1 RAMP |
| RC-67 RAMP DETAILS-DETAILS 3 |
| RC-67 RAMP DETAILS-DETAILS 4 |
| RC-67 RAMP DETAILS-DETAILS 5 |
| RC-67 RAMP DETAILS-DETAILS 6 |
| RC-67 RAMP DETAILS-DETAILS 7 |
| RC-67 RAMP DETAILS-DETAILS 8 |
| RC-67 RAMP DETAILS-DETAILS 9 |
| RC-67 RAMP DETAILS-DETAILS 10 |
| RC-67 RAMP DETAILS-DETAILS 11 |
| RC-67 RAMP DETAILS-ROAD RESTORE |
| RC-67 RAMP DETAILS-LEGEND |
File details come from the government source that posted it. Updated .