10-10. Cobalt Ridge HOP ADA Ramp Project.pdf
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- Hillside Avenue Drainage Improvements
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- Issued by
- Bucks County, Pennsylvania
About this file
This document is a comprehensive project plan prepared by Remington & Vernick Engineers for Middletown Township in Bucks County, Pennsylvania, detailing the design specifications for the PennDOT HOP (Highway Occupancy Permit) ADA Ramp Project at Cobalt Ridge. The project involves the construction of ADA-compliant curb ramps at two locations: Cobalt Ridge Drive North at its intersection with Bristol Oxford Valley Road (State Route 2029), and Cobalt Ridge Drive South at the same intersection. The work includes Type 4A curb ramp construction with minimum 4-foot by 4-foot clear spaces, detectable warning surfaces (24 inches minimum in the direction of pedestrian travel), concrete sidewalk installation and replacement, full-depth pavement restoration, mill and overlay operations, and landscape restoration with grass and 3:1 maximum slope grading. The project plans encompass seven detailed sheets including layout plans, ADA ramp slope plans, elevation plans, and maintenance and protection of traffic (MPT) details. All work must comply with PennDOT Publication 408, ADA standards, and the Public Right-of-Way Accessibility Guidelines (PROWAG), with slip-resistant texture applied through coarse brooming transverse to ramp slopes and expansion joints provided where curb ramps adjoin rigid pavements.
The project requires adherence to comprehensive Pennsylvania traffic control standards, utility coordination protocols, and construction specifications. Contractors must contact Pennsylvania One-Call System (1-800-242-1776) at least three working days prior to excavation, and all work within PennDOT right-of-way must comply with relevant PennDOT publications including standards for pavement markings, traffic control devices, and temporary traffic control guidelines (PATA 102 and 128). The existing speed limit on State Route 2029 is 35 miles per hour, and traffic restrictions are prohibited between 6:00 AM and 9:00 AM and 3:00 PM and 6:00 PM on weekdays. Material certification from approved manufacturers listed in PennDOT Publication 35 (Bulletin 15) is mandatory for all materials within the right-of-way. The contractor is responsible for maintaining driveways as accessible at all times, removing conflicting pavement markings, coordinating utility relocations, resetting utility valves and covers to proposed grades, and providing final cleanup including debris removal and flushing of drainage facilities. All slope measurements will be verified with a 2-foot digital level, and any work failing to meet ADA, PennDOT accessibility requirements, or contract specifications will be reconstructed at no additional expense to the owner.
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PROFESSIONAL ENGINEER LIC. NO. PE-0055338-E
CHRISTOPHER J. FAZIO
DATE:
MIDDLETOWN TOWNSHIP BUCKS COUNTY PENNSYLVANIA
PENNDOT HOP ADA RAMPS
PROJECT LOCATION MAP
COBALT RIDGE HOP ADA RAMP PROJECT
MIDDLETOWN TOWNSHIP,
BUCKS COUNTY, PENNSYLVANIA
APRIL 2026
N
PA ONE - CALL SYSTEM
R
1-800-242-1776
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YLS N
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SERIAL # 20250763876
E
TITLE SHEET
PROJECT
LOCATION
LIST OF UTILITIES AND
EMERGENCY CONTACT INFORMATION
BUCKS COUNTY WATER & SEWER
1275 ALMSHOUSE ROAD
WARRINGTON, PA 18976
ATTN: MARK PIZZO
(215) 343-2538
WATER:
SANITARY
SEWER:
ELECTRIC:
CABLE:
GAS:
TELEPHONE:
PECO ENERGY
C/O STS LLC
3628 HORIZON DRIVE
KING OF PRUSSIA, PA 19406
COMCAST CABLEVISION
55 INDUSTRIAL DRIVE
IVYLAND, PA 18974
VERIZON PENNSYLVANIA INC.
1350 WELSH ROAD
NORTH WALES, PA 19454
PECO ENERGY
C/O STS LLC
3628 HORIZON DRIVE
KING OF PRUSSIA, PA 19406
BUCKS COUNTY WATER & SEWER
1275 ALMSHOUSE ROAD
WARRINGTON, PA 18976
ATTN: MARK PIZZO
(215) 343-2538
STORMWATER: MIDDLETOWN PUBLIC WORKS
700 VETERANS HIGHWAY
LEVITTOWN, PA 19056
(215) 943-2900
SHEET INDEX
SHEET NUMBER DESCRIPTION
1 TITLE SHEET
2 COBALT RIDGE DR. N - LAYOUT PLAN
3 COBALT RIDGE DR N. - ADA RAMP PLAN
4 COBALT RIDGE DR S. - LAYOUT PLAN
5 COBALT RIDGE DR S. - ADA SLOPE PLAN
6 COBALT RIDGE DR S. - ADA EL. PLAN
7 MAINTENANCE & PROT. OF TRAFFIC
04.06.2026
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CHRISTOPHER
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REGISTERED
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PROFESSIONAL
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ENGINEER
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PE-0055338-E
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LOWER MAKEFIELD CORPORATE CAMPUS CENTER NORTH CAMPUS
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1010 STONY HILL ROAD, SUITE 175, YARDLEY, PA 19067
AutoCAD SHX Text Z:\Shared\Projects POC\PA\017 - Bucks\Middletown Township\PBMTT081 - Field Survey\Design Engineering Planning\PBMTT081 -(5) ADA RAMPS\Cadd\Dwg\K-PBMTT081-PENNDOT-COBALT.dwg
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AS NOTED
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(267) 394-4500 WEB ADDRESS: RVE.COM
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NAD-1983
AutoCAD SHX Text excavators who are about to : Dig, Blast, Auger, Bore, Grade, AutoCAD SHX Text Pennsylvania Act 187 (1996) requires 3 working days notice from
AutoCAD SHX Text Trench or Demolish anywhere in the Commonwealth.
AutoCAD SHX Text It is the responsibility of the contractor to contact the Pennsylvania One-Call System prior to the start of construction. Dial 811 OR 1-800-242-1776
EDGE OF PAVEMENT
CURB
PAVEMENT / CONC. / SIDEWALK
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SPOT GRADE
SLOPES
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COBALT RIDGE DR. N - LAYOUT PLAN
PROFESSIONAL ENGINEER LIC. NO. PE-0055338-E
CHRISTOPHER J. FAZIO
DATE:
MIDDLETOWN TOWNSHIP BUCKS COUNTY PENNSYLVANIA
PENNDOT HOP ADA RAMPS
04/06/2026
AutoCAD SHX Text SURVEY NOTES: 1. THE HORIZONTAL DATUM IS BASED ON THE PENNSYLVANIA STATE THE HORIZONTAL DATUM IS BASED ON THE PENNSYLVANIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE (NAD-1983 / 2011 ADJ.) AND THE VERTICAL DATUM IS BASED ON NAVD-1988 / GEOID 2018 DATUM IS BASED ON NAVD-1988 / GEOID 2018 (ADD 1.03 FEET TO THESE ELEVATIONS TO CONVERT TO NGVD-1929 DATUM). 2. PROPERTY AND RIGHT-OF-WAY LINES SHOWN ON THESE PLANS ARE PROPERTY AND RIGHT-OF-WAY LINES SHOWN ON THESE PLANS ARE AND RIGHT-OF-WAY LINES SHOWN ON THESE PLANS ARE APPROXIMATE LOCATIONS BASED ON THE CURRENT TAX MAPS OF THE TOWNSHIP OF MIDDLETOWN, BUCKS COUNTY, PENNSYLVANIA. ADJOINING MIDDLETOWN, BUCKS COUNTY, PENNSYLVANIA. ADJOINING MIDDLETOWN, BUCKS COUNTY, PENNSYLVANIA. ADJOINING PROPERTY AND RIGHT-OF-WAY LINES ARE SHOWN FOR GRAPHICAL INFORMATION ONLY AND HAVE NOT BEEN FIELD VERIFIED. 3. EXISTING TOPOGRAPHIC CONDITIONS WERE SURVEYED BY REMINGTON & EXISTING TOPOGRAPHIC CONDITIONS WERE SURVEYED BY REMINGTON & VERNICK ENGINEERS UNDER THE SUPERVISION OF BRIAN T. YORKIEWICZ, PA. P.L.S. LICENSE NO. SU-075193. THE SURVEY WORK WAS COMPLETED ON NOVEMBER 21, 2025. 4. THIS PLAN AND SURVEY DOES NOT CERTIFY TO THE LOCATION, BOTH THIS PLAN AND SURVEY DOES NOT CERTIFY TO THE LOCATION, BOTH HORIZONTAL AND VERTICAL OF ANY UNDERGROUND UTILITY OR STRUCTURE THAT WAS NOT EXPOSED FOR DIRECT MEASUREMENT.
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CONC. CURB
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GRASS
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GRASS
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GRASS AREA
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GRASS AREA
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BRISTOL OXFORD VALLEY ROAD
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COBALT RIDGE DRIVE N.
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TYPE 4A CURB RAMP
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LEGAL RIGHT OF WAY LINE
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ITEM
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DESCRIPTION
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BITUMINOUS/ASPHALT
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CONCRETE
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GRASS
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STONE
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EXISTING
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PROPOSED
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CONCRETE SIDEWALK
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PAVEMENT, FULL DEPTH RESTORATION
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PAVEMENT MILL & OVERLAY
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24" DETECTABLE WARNING SURFACE
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TC5.45 GL4.95
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LEGEND
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COBALT RIDGE DRIVE N & BRISTOL OXFORD VALLEY ROAD LAYOUT PLAN
AutoCAD SHX Text NOTES: 1. PROVIDE MATERIALS AND CONSTRUCTION MEETING THE REQUIREMENTS OF PENNDOT PUBLICATION 408, SECTIONS 350, 409, 630, 676, PROVIDE MATERIALS AND CONSTRUCTION MEETING THE REQUIREMENTS OF PENNDOT PUBLICATION 408, SECTIONS 350, 409, 630, 676, 694. 2. PROVIDE EXPANSION JOINT MATERIAL 1/2" THICK WHERE CURB RAMP ADJOINS ANY RIGID PAVEMENT, SIDEWALK OR STRUCTURE WITH 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 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-67 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 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" 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 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 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. 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. ALIGN DETECTABLE WARNING TRUNCATED DOMES ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF THE RAMP AND ALIGN DETECTABLE WARNING TRUNCATED DOMES ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF THE RAMP AND PERPENDICULAR TO CURB. 12. PROVIDE DETECTABLE WARNING SURFACES (DWS) 24" MINIMUM (IN THE DIRECTION OF PEDESTRIAN TRAVEL) ACROSS FULL WIDTH OF 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. 13. FOR NEW CONSTRUCTION, DO NOT EXCEED 2.00% CROSS SLOPE ON THE CURB RAMP OR PEDESTRIAN ACCESSIBLE ROUTE. FOR NEW CONSTRUCTION, DO NOT EXCEED 2.00% CROSS SLOPE ON THE CURB RAMP OR PEDESTRIAN ACCESSIBLE ROUTE. 14. FOR NEW CONSTRUCTION AND ALTERATIONS, CONSTRUCT CURB RAMP AND FLARE SLOPES WITH THE FLATTEST SLOPE POSSIBLE. THE 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. 15. CONSTRUCT SIDEWALKS AT A LONGITUDINAL SLOPE NOT TO EXCEED 5.00%. FOR ROADWAY PROFILE SLOPES THAT EXCEED 5.00%, 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. 16. THE CHANGE IN GRADE AT THE BOTTOM OF THE CURB RAMP AND ADJOINING ROAD SURFACE IS NOT TO EXCEED AN ALGEBRAIC THE CHANGE IN GRADE AT THE BOTTOM OF THE CURB 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, LANDING OR BLENDED TRANSITION IS NOT TO EXCEED 5.00%. SEE PENNDOT PUBLICATION 72, RC-67 SHEET 8 FOR DETAILS. 17. THE CONSTRUCTION STANDARDS DEPICTED ARE MOST APPROPRIATE FOR NEW CONSTRUCTION. ALL CONSTRUCTION MUST MEET THE THE CONSTRUCTION STANDARDS DEPICTED ARE MOST APPROPRIATE FOR NEW CONSTRUCTION. ALL CONSTRUCTION MUST MEET THE STANDARDS CONTAINED HEREIN UNLESS OTHERWISE NOTED OR DIRECTED. 18. ALL SLOPES ARE MEASURED WITH RESPECT TO A LEVEL PLANE, THEREFORE, THE LENGTH OF RAMP IS NOT SOLELY DEPENDANT ON THE 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.) 19. SIDEWALK WIDTH MAY BE REDUCED TO 4'-0" WHEN PASSING AREAS 5'-0"x 5'-0" ARE PROVIDED EVERY 200'. SIDEWALK WIDTH MAY BE REDUCED TO 4'-0" WHEN PASSING AREAS 5'-0"x 5'-0" ARE PROVIDED EVERY 200'. 20. THE TRAVEL LANE IS DEFINED BY THE OUTSIDE EDGE OF THE WHITE PAVEMENT MARKING LINE. IF A WHITE PAVEMENT MARKING LINE 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. 21. CONSTRUCT DEPRESSED CURB FOR CURB RAMPS FLUSH TO ADJACENT ROADWAY. GRADE EDGE OF ROAD ELEVATIONS AT THE FLOW 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 LANDINGS BEHIND DEPRESSED CURB, ADJUST SLOPES TO PROVIDE POSITIVE DRAINAGE. 22. CHEEK WALLS ARE PERMITTED WHEN ADJACENT TO NON-WALK AREAS OR ELEVATION DIFFERENCES CANNOT BE ACCOMMODATED BY 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 3:1 MAXIMUM. DO NOT INSTALL CHEEK WALLS THAT INTERSECT THE PEDESTRIAN ACCESS ROUTE. 23. CONSTRUCT TOP OF PLAIN CEMENT CONCRETE DEPRESSED CURB TO BE FLUSH WITH ADJACENT SURFACES (RAMPS, SIDEWALKS, CONSTRUCT TOP OF PLAIN CEMENT CONCRETE DEPRESSED CURB TO BE FLUSH WITH ADJACENT SURFACES (RAMPS, SIDEWALKS, FLARES). 24. FOR CURB RAMPS THAT LEAD TO A SINGLE CROSSWALK, THE RAMP (EXCLUDING FLARES) IS TO BE FULLY INSIDE OF MARKED 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. 25. 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. 26. ANY WORK NOT MEETING ADA, PENNDOT ACCESSIBILTY REQUIREMENTS OR THE CONTRACT DOCUMENTS SHALL BE REPLACED BY ANY WORK NOT MEETING ADA, PENNDOT ACCESSIBILTY REQUIREMENTS OR THE CONTRACT DOCUMENTS 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 APPLICABLE REGULATIONS. 27. ALL CROSSWALKS ARE TO BE 10 FEET WIDE (OR AS NOTED) WITH 24" VERTICAL WHITE STRIPES 24" APART. STOP BARS MUST BE A ALL CROSSWALKS ARE TO BE 10 FEET WIDE (OR AS NOTED) WITH 24" VERTICAL WHITE STRIPES 24" APART. STOP BARS MUST BE A MINIMUM 4' FROM EDGE OF CROSSWALK. 28. THE LIMITS OF ALL SIDEWALK TRANSITION AREAS ARE TO MATCH THE EXISTING SIDEWALK ELEVATIONS. ALL SIDEWALK SHALL BE THE LIMITS OF ALL SIDEWALK TRANSITION AREAS ARE TO MATCH THE EXISTING SIDEWALK ELEVATIONS. ALL SIDEWALK SHALL BE REPLACED TO THE NEAREST JOINT. FOR SIDEWALK AREAS WITH JOINTS GREATER THAN 4' AWAY, CONTRACTOR SHALL SAW CUT THE SIDEWALK AT PROPOSED SIDEWALK LIMIT. 29. WHEN SIDEWALK IS BEING LOWERED, THE GRASS AREA BEHIND THE SIDEWALK SHALL BE REGRADED WITH A 3:1 MAX SLOPE. WHEN SIDEWALK IS BEING LOWERED, THE GRASS AREA BEHIND THE SIDEWALK SHALL BE REGRADED WITH A 3:1 MAX SLOPE. 30. IF IT IS DETERMINED THAT THE PROPOSED SIDEWALK CAN BE ADJUSTED WITH GRADING OR EXTENDED DIRECTLY TO THE EXPOSED IF IT IS DETERMINED THAT THE PROPOSED SIDEWALK CAN BE ADJUSTED WITH GRADING OR EXTENDED DIRECTLY TO THE EXPOSED BUILDING/WALL FACADE. THE CONTRACTOR IS TO COORDINATE THE REMOVAL OF CHEEK WALL(S) FOR THE FINAL CONSTRUCTION WITH THE RESIDENT ENGINEER OR DESIGNEE. 31. PAVEMENT ADJUSTMENTS ARE TO BE CONSTRUCTED AS SHOWN TO ELIMINATE PONDING, PROVIDE POSITIVE DRAINAGE, AND/OR ADJUST PAVEMENT ADJUSTMENTS ARE TO BE CONSTRUCTED AS SHOWN TO ELIMINATE PONDING, PROVIDE POSITIVE DRAINAGE, AND/OR ADJUST THE ALGEBRAIC DIFFERENCE BETWEEN THE ROAD SURFACE & THE RAMP. 32. RESET ALL UTILITY VALVES, VENTS, COVERS, CLEANOUTS, MANHOLES, ETC. TO PROPOSED GRADE AS NECESSARY. RESET ALL UTILITY VALVES, VENTS, COVERS, CLEANOUTS, MANHOLES, ETC. TO PROPOSED GRADE AS NECESSARY. 33. IN THE EVENT THAT THERE ARE ANY DISCREPANCIES FOUND BETWEEN THE PROPOSED SLOPES AND PROPOSED SPOT IN THE EVENT THAT THERE ARE ANY DISCREPANCIES FOUND BETWEEN THE PROPOSED SLOPES AND PROPOSED SPOT ELEVATIONS/DISTANCES, THE CONTRACTOR MUST CONTACT THE RESIDENT ENGINEER OR DESIGNEE. 34. COORDINATE WITH RESIDENT ENGINEER FOR ALL WORK REQUIRED TO BE PERFORMED OUTSIDE THE LEGAL RIGHT-OF-WAY. COORDINATE WITH RESIDENT ENGINEER FOR ALL WORK REQUIRED TO BE PERFORMED OUTSIDE THE LEGAL RIGHT-OF-WAY. 35. ALL EXISTING PAVEMENT MARKINGS WHICH ARE NO LONGER APPROPRIATE ARE TO BE ERADICATED BY THE CONTRACTOR USING A ALL EXISTING PAVEMENT MARKINGS WHICH ARE NO LONGER APPROPRIATE ARE TO BE ERADICATED BY THE CONTRACTOR USING A METHOD APPROVED BY THE ENGINEER.
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1010 STONY HILL ROAD, SUITE 175, YARDLEY, PA 19067
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AS NOTED
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PBMTT081
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REVISION
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PAVEMENT / CONC. / SIDEWALK
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PROFESSIONAL ENGINEER LIC. NO. PE-0055338-E
CHRISTOPHER J. FAZIO
DATE:
MIDDLETOWN TOWNSHIP BUCKS COUNTY PENNSYLVANIA
PENNDOT HOP ADA RAMPS
COBALT RIDGE DR N. - ADA RAMP PLAN
04/06/2026
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CONC. CURB
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GRASS
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GRASS
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GRASS AREA
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GRASS AREA
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BRISTOL OXFORD VALLEY ROAD
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COBALT RIDGE DRIVE N.
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PID 22-055-184 N/F HILEMAN, THOMAS L JR
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5" CURB REVEAL 2' ROLLED FLARE
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FULL DEPTH PAVEMENT RESTORATION
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5" CURB REVEAL 2' ROLLED FLARE
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REMOVE AND REPLACE CONCRETE WITH GRASS AT 3:1 MAXIMUM SLOPE
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MAINTAIN 3:1 SLOPE WHERE SIDEWALK IS BEING LOWERED
AutoCAD SHX Text 4.26'
AutoCAD SHX Text 2.00'
AutoCAD SHX Text 4.15'
AutoCAD SHX Text 2.00'
AutoCAD SHX Text 4.03'
AutoCAD SHX Text 5.38'
AutoCAD SHX Text 5.10'
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MATCH EXISTING CURB 5" CURB REVEAL
AutoCAD SHX Text 5.78'
AutoCAD SHX Text 4.00'
AutoCAD SHX Text 1.82'
AutoCAD SHX Text 5.81'
AutoCAD SHX Text 0.67'
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LEGAL RIGHT OF WAY LINE
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AutoCAD SHX Text 4.00'
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MATCH EXISTING CURB 5" CURB REVEAL
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AutoCAD SHX Text 4.50'
AutoCAD SHX Text 3.81'
AutoCAD SHX Text NOTES: 1. THE HORIZONTAL DATUM IS BASED ON THE PENNSYLVANIA STATE THE HORIZONTAL DATUM IS BASED ON THE PENNSYLVANIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE (NAD-1983 / 2011 ADJ.) AND THE VERTICAL DATUM IS BASED ON NAVD-1988 / GEOID 2018 DATUM IS BASED ON NAVD-1988 / GEOID 2018 (ADD 1.03 FEET TO THESE ELEVATIONS TO CONVERT TO NGVD-1929 DATUM). 2. PROPERTY AND RIGHT-OF-WAY LINES SHOWN ON THESE PLANS ARE PROPERTY AND RIGHT-OF-WAY LINES SHOWN ON THESE PLANS ARE AND RIGHT-OF-WAY LINES SHOWN ON THESE PLANS ARE APPROXIMATE LOCATIONS BASED ON THE CURRENT TAX MAPS OF THE TOWNSHIP OF MIDDLETOWN, BUCKS COUNTY, PENNSYLVANIA. ADJOINING MIDDLETOWN, BUCKS COUNTY, PENNSYLVANIA. ADJOINING MIDDLETOWN, BUCKS COUNTY, PENNSYLVANIA. ADJOINING PROPERTY AND RIGHT-OF-WAY LINES ARE SHOWN FOR GRAPHICAL INFORMATION ONLY AND HAVE NOT BEEN FIELD VERIFIED. 3. EXISTING TOPOGRAPHIC CONDITIONS WERE SURVEYED BY REMINGTON & EXISTING TOPOGRAPHIC CONDITIONS WERE SURVEYED BY REMINGTON & VERNICK ENGINEERS UNDER THE SUPERVISION OF BRIAN T. YORKIEWICZ, PA. P.L.S. LICENSE NO. SU-075193. THE SURVEY WORK WAS COMPLETED ON NOVEMBER 21, 2025. 4. THIS PLAN AND SURVEY DOES NOT CERTIFY TO THE LOCATION, BOTH THIS PLAN AND SURVEY DOES NOT CERTIFY TO THE LOCATION, BOTH HORIZONTAL AND VERTICAL OF ANY UNDERGROUND UTILITY OR STRUCTURE THAT WAS NOT EXPOSED FOR DIRECT MEASUREMENT.
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CONC. CURB
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CONC. CURB
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GRASS
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CONC. SWK.
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GRASS
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CONC. SWK.
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GRASS AREA
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GRASS AREA
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CONC. DWY.
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BRISTOL OXFORD VALLEY ROAD
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COBALT RIDGE DRIVE N.
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PID 22-055-184 N/F HILEMAN, THOMAS L JR
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TC 95.26 BC 94.80
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TC 94.47 BC 94.01
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LEGAL RIGHT OF WAY LINE
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ITEM
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DESCRIPTION
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BITUMINOUS/ASPHALT
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CONCRETE
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GRASS
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STONE
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EXISTING
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PROPOSED
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CONCRETE SIDEWALK
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PAVEMENT, FULL DEPTH RESTORATION
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PAVEMENT MILL & OVERLAY
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24" DETECTABLE WARNING SURFACE
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AutoCAD SHX Text 3.48
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TC5.45 GL4.95
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TC5.45
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GL4.95
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AutoCAD SHX Text 3.48
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LEGEND
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(NAD83/2011 ADJ.) PA.S.P.C.S. (SOUTH)
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COBALT RIDGE DRIVE N AND BRISTOL OXFORD VALLEY ROAD - ADA RAMP SLOPE PLAN
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COBALT RIDGE DRIVE N AND BRISTOL OXFORD VALLEY ROAD - ADA RAMP ELEVATION PLAN
AutoCAD SHX Text 4.14'
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AutoCAD SHX Text 4.07'
AutoCAD SHX Text 10.00'
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CHRISTOPHER
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JOSEPH
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FAZIO
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REGISTERED
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PROFESSIONAL
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ENGINEER
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PE-0055338-E
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NO.
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SCALE
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DWG FILE PATH/NAME
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DATE
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DRAWN BY
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DSGN. BY
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CHK'D. BY
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DWG. NO.
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SHEET. NO.
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LOWER MAKEFIELD CORPORATE CAMPUS CENTER NORTH CAMPUS
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1010 STONY HILL ROAD, SUITE 175, YARDLEY, PA 19067
AutoCAD SHX Text Z:\Shared\Projects POC\PA\017 - Bucks\Middletown Township\PBMTT081 - Field Survey\Design Engineering Planning\PBMTT081 -(5) ADA RAMPS\Cadd\Dwg\SURV-PBMTT081-ADA RAMPS.dwg
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AS NOTED
AutoCAD SHX Text 3/31/2026
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PBMTT081
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OF
AutoCAD SHX Text REMINGTON & VERNICK ENGINEERSEMINGTON & VERNICK ENGINEERSVERNICK ENGINEERSERNICK ENGINEERS
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REVISION
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DATE
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BY
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CHK. BY
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(267) 394-4500 WEB ADDRESS: RVE.COM
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JB
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AS/MW
PAVEMENT / CONC. / SIDEWALK
ROADWAY GRADE
SPOT GRADE
SLOPES
( IN FEET )
GRAPHIC SCALE
1 inch = ft.
5 5
2.5
PROFESSIONAL ENGINEER LIC. NO. PE-0055338-E
CHRISTOPHER J. FAZIO
DATE:
MIDDLETOWN TOWNSHIP BUCKS COUNTY PENNSYLVANIA
PENNDOT HOP ADA RAMPS
COBALT RIDGE DR S. - LAYOUT PLAN
04/06/2026
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ITEM
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DESCRIPTION
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BITUMINOUS/ASPHALT
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CONCRETE
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GRASS
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STONE
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EXISTING
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PROPOSED
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CONCRETE SIDEWALK
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PAVEMENT, FULL DEPTH RESTORATION
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PAVEMENT MILL & OVERLAY
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24" DETECTABLE WARNING SURFACE
AutoCAD SHX Text 3.48
AutoCAD SHX Text 3.48
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TC5.45 GL4.95
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TC5.45
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GL4.95
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AutoCAD SHX Text 3.48
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LEGEND
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CONC. SWK.
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BRISTOL OXFORD VALLEY ROAD
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GRASS AREA
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GRASS AREA
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GRASS
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GRASS
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PID 22-061-093 N/F BARNER, COLIN T
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COBALT RIDGE DRIVE S.
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CONC. SWK.
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CONC. CURB
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CONC. CURB
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EX. C INLET TC = 103.27 GL = 102.53
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CONC. CURB
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GRASS
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EX. 6' WD. FNC.
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48" BUSH
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48" BUSH
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TYPE 4A CURB RAMP
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LEGAL RIGHT OF WAY LINE
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LEGAL RIGHT OF WAY LINE
AutoCAD SHX Text 5.00'
AutoCAD SHX Text 15.00'
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75 SF TEMPORARY CONSTRUCTION EASEMENT
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PA.S.P.C.S. (SOUTH) (NAD83/2011 ADJ.)
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COBALT RIDGE DRIVE S & BRISTOL OXFORD VALLEY ROAD LAYOUT PLAN
AutoCAD SHX Text NOTES: 1. PROVIDE MATERIALS AND CONSTRUCTION MEETING THE REQUIREMENTS OF PENNDOT PUBLICATION 408, SECTIONS 350, 409, 630, 676, 694. PROVIDE MATERIALS AND CONSTRUCTION MEETING THE REQUIREMENTS OF PENNDOT PUBLICATION 408, SECTIONS 350, 409, 630, 676, 694. 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-67 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 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 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. ALIGN DETECTABLE WARNING TRUNCATED DOMES ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF THE RAMP AND PERPENDICULAR TO ALIGN DETECTABLE WARNING TRUNCATED DOMES ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF THE RAMP AND PERPENDICULAR TO CURB. 12. 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. 13. FOR NEW CONSTRUCTION, DO NOT EXCEED 2.00% CROSS SLOPE ON THE CURB RAMP OR PEDESTRIAN ACCESSIBLE ROUTE. FOR NEW CONSTRUCTION, DO NOT EXCEED 2.00% CROSS SLOPE ON THE CURB RAMP OR PEDESTRIAN ACCESSIBLE ROUTE. 14. 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. 15. 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. 16. THE CHANGE IN GRADE AT THE BOTTOM OF THE CURB RAMP AND ADJOINING ROAD SURFACE IS NOT TO EXCEED AN ALGEBRAIC DIFFERENCE OF THE CHANGE IN GRADE AT THE BOTTOM OF THE CURB 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, LANDING OR BLENDED TRANSITION IS NOT TO EXCEED 5.00%. SEE PENNDOT PUBLICATION 72, RC-67 SHEET 8 FOR DETAILS. 17. 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. 18. ALL SLOPES ARE MEASURED WITH RESPECT TO A LEVEL PLANE, THEREFORE, THE LENGTH OF RAMP IS NOT SOLELY DEPENDANT ON THE HEIGHT 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.) 19. SIDEWALK WIDTH MAY BE REDUCED TO 4'-0" WHEN PASSING AREAS 5'-0"x 5'-0" ARE PROVIDED EVERY 200'. SIDEWALK WIDTH MAY BE REDUCED TO 4'-0" WHEN PASSING AREAS 5'-0"x 5'-0" ARE PROVIDED EVERY 200'. 20. 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. 21. 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 LANDINGS BEHIND DEPRESSED CURB, ADJUST SLOPES TO PROVIDE POSITIVE DRAINAGE. 22. 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 3:1 MAXIMUM. DO NOT INSTALL CHEEK WALLS THAT INTERSECT THE PEDESTRIAN ACCESS ROUTE. 23. 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). 24. 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. 25. 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. 26. ANY WORK NOT MEETING ADA, PENNDOT ACCESSIBILTY REQUIREMENTS OR THE CONTRACT DOCUMENTS SHALL BE REPLACED BY CONTRACTOR AT ANY WORK NOT MEETING ADA, PENNDOT ACCESSIBILTY REQUIREMENTS OR THE CONTRACT DOCUMENTS 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 APPLICABLE REGULATIONS. 27. ALL CROSSWALKS ARE TO BE 10 FEET WIDE (OR AS NOTED) WITH 24" VERTICAL WHITE STRIPES 24" APART. STOP BARS MUST BE A MINIMUM 4' ALL CROSSWALKS ARE TO BE 10 FEET WIDE (OR AS NOTED) WITH 24" VERTICAL WHITE STRIPES 24" APART. STOP BARS MUST BE A MINIMUM 4' FROM EDGE OF CROSSWALK. 28. THE LIMITS OF ALL SIDEWALK TRANSITION AREAS ARE TO MATCH THE EXISTING SIDEWALK ELEVATIONS. ALL SIDEWALK SHALL BE REPLACED TO THE LIMITS OF ALL SIDEWALK TRANSITION AREAS ARE TO MATCH THE EXISTING SIDEWALK ELEVATIONS. ALL SIDEWALK SHALL BE REPLACED TO THE NEAREST JOINT. FOR SIDEWALK AREAS WITH JOINTS GREATER THAN 4' AWAY, CONTRACTOR SHALL SAW CUT THE SIDEWALK AT PROPOSED SIDEWALK LIMIT. 29. WHEN SIDEWALK IS BEING LOWERED, THE GRASS AREA BEHIND THE SIDEWALK SHALL BE REGRADED WITH A 3:1 MAX SLOPE. WHEN SIDEWALK IS BEING LOWERED, THE GRASS AREA BEHIND THE SIDEWALK SHALL BE REGRADED WITH A 3:1 MAX SLOPE. 30. IF IT IS DETERMINED THAT THE PROPOSED SIDEWALK CAN BE ADJUSTED WITH GRADING OR EXTENDED DIRECTLY TO THE EXPOSED BUILDING/WALL IF IT IS DETERMINED THAT THE PROPOSED SIDEWALK CAN BE ADJUSTED WITH GRADING OR EXTENDED DIRECTLY TO THE EXPOSED BUILDING/WALL FACADE. THE CONTRACTOR IS TO COORDINATE THE REMOVAL OF CHEEK WALL(S) FOR THE FINAL CONSTRUCTION WITH THE RESIDENT ENGINEER OR DESIGNEE. 31. PAVEMENT ADJUSTMENTS ARE TO BE CONSTRUCTED AS SHOWN TO ELIMINATE PONDING, PROVIDE POSITIVE DRAINAGE, AND/OR ADJUST THE PAVEMENT ADJUSTMENTS ARE TO BE CONSTRUCTED AS SHOWN TO ELIMINATE PONDING, PROVIDE POSITIVE DRAINAGE, AND/OR ADJUST THE ALGEBRAIC DIFFERENCE BETWEEN THE ROAD SURFACE & THE RAMP. 32. RESET ALL UTILITY VALVES, VENTS, COVERS, CLEANOUTS, MANHOLES, ETC. TO PROPOSED GRADE AS NECESSARY. RESET ALL UTILITY VALVES, VENTS, COVERS, CLEANOUTS, MANHOLES, ETC. TO PROPOSED GRADE AS NECESSARY. 33. IN THE EVENT THAT THERE ARE ANY DISCREPANCIES FOUND BETWEEN THE PROPOSED SLOPES AND PROPOSED SPOT ELEVATIONS/DISTANCES, THE IN THE EVENT THAT THERE ARE ANY DISCREPANCIES FOUND BETWEEN THE PROPOSED SLOPES AND PROPOSED SPOT ELEVATIONS/DISTANCES, THE CONTRACTOR MUST CONTACT THE RESIDENT ENGINEER OR DESIGNEE. 34. COORDINATE WITH RESIDENT ENGINEER FOR ALL WORK REQUIRED TO BE PERFORMED OUTSIDE THE LEGAL RIGHT-OF-WAY. COORDINATE WITH RESIDENT ENGINEER FOR ALL WORK REQUIRED TO BE PERFORMED OUTSIDE THE LEGAL RIGHT-OF-WAY. 35. ALL EXISTING PAVEMENT MARKINGS WHICH ARE NO LONGER APPROPRIATE ARE TO BE ERADICATED BY THE CONTRACTOR USING A METHOD ALL EXISTING PAVEMENT MARKINGS WHICH ARE NO LONGER APPROPRIATE ARE TO BE ERADICATED BY THE CONTRACTOR USING A METHOD APPROVED BY THE ENGINEER.
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CHRISTOPHER
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JOSEPH
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FAZIO
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REGISTERED
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PROFESSIONAL
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ENGINEER
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PE-0055338-E
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NO.
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SCALE
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DWG FILE PATH/NAME
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DATE
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DRAWN BY
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DSGN. BY
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CHK'D. BY
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DWG. NO.
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SHEET. NO.
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LOWER MAKEFIELD CORPORATE CAMPUS CENTER NORTH CAMPUS
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1010 STONY HILL ROAD, SUITE 175, YARDLEY, PA 19067
AutoCAD SHX Text Z:\Shared\Projects POC\PA\017 - Bucks\Middletown Township\PBMTT081 - Field Survey\Design Engineering Planning\PBMTT081 -(5) ADA RAMPS\Cadd\Dwg\SURV-PBMTT081-ADA RAMPS.dwg
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text 3/31/2026
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PBMTT081
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OF
AutoCAD SHX Text REMINGTON & VERNICK ENGINEERSEMINGTON & VERNICK ENGINEERSVERNICK ENGINEERSERNICK ENGINEERS
AutoCAD SHX Text
REVISION
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DATE
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BY
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CHK. BY
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(267) 394-4500 WEB ADDRESS: RVE.COM
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AutoCAD SHX Text
JB
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AS/MW
PAVEMENT / CONC. / SIDEWALK
ROADWAY GRADE
SPOT GRADE
SLOPES
( IN FEET )
GRAPHIC SCALE
1 inch = ft.
5 5
2.5
PROFESSIONAL ENGINEER LIC. NO. PE-0055338-E
CHRISTOPHER J. FAZIO
DATE:
MIDDLETOWN TOWNSHIP BUCKS COUNTY PENNSYLVANIA
PENNDOT HOP ADA RAMPS
COBALT RIDGE DR S. - ADA SLOPE PLAN
04/06/2026
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CONC. SWK.
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GRASS AREA
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BRISTOL OXFORD VALLEY ROAD
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PID 22-061-379 N/F SORICHILLO, ALFRED JOHN JR & JODI
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GRASS AREA
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GRASS AREA
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GRASS AREA
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GRASS
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GRASS
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PID 22-061-093 N/F BARNER, COLIN T
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COBALT RIDGE DRIVE S.
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CONC. SWK.
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CONC. CURB
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CONC. CURB
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EX. C INLET TC = 103.27 GL = 102.53
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CONC. CURB
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CONC. CURB
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GRASS
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EX. 6' WD. FNC.
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EX. 6' WD. FNC.
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48" BUSH
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48" BUSH
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MATCH EXISTING CURB 5" CURB REVEAL
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MATCH EXISTING CURB 5" CURB REVEAL
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5" CURB REVEAL
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FULL DEPTH PAVEMENT RESTORATION
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MATCH EXISTING CURB 5" CURB REVEAL
AutoCAD SHX Text 3.61'
AutoCAD SHX Text 4.00'
AutoCAD SHX Text 4.03'
AutoCAD SHX Text 2.77'
AutoCAD SHX Text 2.77'
AutoCAD SHX Text 5.54'
AutoCAD SHX Text 4.98'
AutoCAD SHX Text 1.98'
AutoCAD SHX Text 4.48'
AutoCAD SHX Text 2.00'
AutoCAD SHX Text 1.17'
AutoCAD SHX Text 8.85'
AutoCAD SHX Text 4.00'
AutoCAD SHX Text 4.00'
AutoCAD SHX Text 10.00'
AutoCAD SHX Text 3.87'
AutoCAD SHX Text 4.00'
AutoCAD SHX Text 3.00'
AutoCAD SHX Text 2.00'
AutoCAD SHX Text 4.26'
AutoCAD SHX Text 2.97'
AutoCAD SHX Text 7.06'
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REMOVE AND REPLACE CONCRETE WITH GRASS AT 3:1 MAXIMUM SLOPE
AutoCAD SHX Text MAINTAIN EXISTING SIGN. REMOVE AND REINSTALL AS NEEDED WITHIN TEMPORARY CONSTRUCTION EASEMENT
AutoCAD SHX Text
REMOVE AND REPLACE CONCRETE WITH GRASS AT 3:1 MAXIMUM SLOPE
AutoCAD SHX Text 3.55'
AutoCAD SHX Text 2.22'
AutoCAD SHX Text 5.78'
AutoCAD SHX Text 11.00'
AutoCAD SHX Text 4.00'
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5" CURB REVEAL 2' ROLLED FLARE
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5" CURB REVEAL 2' ROLLED FLARE
AutoCAD SHX Text 0.66'
AutoCAD SHX Text 0.67'
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RESET EXISTING VALVES TO FINISHED GRADE
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LEGAL RIGHT OF WAY LINE
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LEGAL RIGHT OF WAY LINE
AutoCAD SHX Text 2.01'
AutoCAD SHX Text 0.37'
AutoCAD SHX Text 5.00'
AutoCAD SHX Text 15.00'
AutoCAD SHX Text
75 SF TEMPORARY CONSTRUCTION EASEMENT
AutoCAD SHX Text 1.93'
AutoCAD SHX Text 3.00
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PARTIAL DEPTH MILL & OVERLAY
AutoCAD SHX Text 5.09'
AutoCAD SHX Text NOTES: 1. THE HORIZONTAL DATUM IS BASED ON THE PENNSYLVANIA STATE THE HORIZONTAL DATUM IS BASED ON THE PENNSYLVANIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE (NAD-1983 / 2011 ADJ.) AND THE VERTICAL DATUM IS BASED ON NAVD-1988 / GEOID 2018 DATUM IS BASED ON NAVD-1988 / GEOID 2018 (ADD 1.03 FEET TO THESE ELEVATIONS TO CONVERT TO NGVD-1929 DATUM). 2. PROPERTY AND RIGHT-OF-WAY LINES SHOWN ON THESE PLANS ARE PROPERTY AND RIGHT-OF-WAY LINES SHOWN ON THESE PLANS ARE AND RIGHT-OF-WAY LINES SHOWN ON THESE PLANS ARE APPROXIMATE LOCATIONS BASED ON THE CURRENT TAX MAPS OF THE TOWNSHIP OF MIDDLETOWN, BUCKS COUNTY, PENNSYLVANIA. ADJOINING MIDDLETOWN, BUCKS COUNTY, PENNSYLVANIA. ADJOINING MIDDLETOWN, BUCKS COUNTY, PENNSYLVANIA. ADJOINING PROPERTY AND RIGHT-OF-WAY LINES ARE SHOWN FOR GRAPHICAL INFORMATION ONLY AND HAVE NOT BEEN FIELD VERIFIED. 3. EXISTING TOPOGRAPHIC CONDITIONS WERE SURVEYED BY REMINGTON & EXISTING TOPOGRAPHIC CONDITIONS WERE SURVEYED BY REMINGTON & VERNICK ENGINEERS UNDER THE SUPERVISION OF BRIAN T. YORKIEWICZ, PA. P.L.S. LICENSE NO. SU-075193. THE SURVEY WORK WAS COMPLETED ON NOVEMBER 21, 2025. 4. THIS PLAN AND SURVEY DOES NOT CERTIFY TO THE LOCATION, BOTH THIS PLAN AND SURVEY DOES NOT CERTIFY TO THE LOCATION, BOTH HORIZONTAL AND VERTICAL OF ANY UNDERGROUND UTILITY OR STRUCTURE THAT WAS NOT EXPOSED FOR DIRECT MEASUREMENT.
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ITEM
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DESCRIPTION
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BITUMINOUS/ASPHALT
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CONCRETE
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GRASS
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STONE
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EXISTING
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PROPOSED
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CONCRETE SIDEWALK
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PAVEMENT, FULL DEPTH RESTORATION
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PAVEMENT MILL & OVERLAY
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24" DETECTABLE WARNING SURFACE
AutoCAD SHX Text 3.48
AutoCAD SHX Text 3.48
AutoCAD SHX Text
TC5.45 GL4.95
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TC5.45
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GL4.95
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text 3.48
AutoCAD SHX Text 3.48
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LEGEND
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PA.S.P.C.S. (SOUTH) (NAD83/2011 ADJ.)
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COBALT RIDGE DRIVE S AND BRISTOL OXFORD VALLEY ROAD - ADA RAMP SLOPE PLAN
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CHRISTOPHER
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JOSEPH
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FAZIO
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REGISTERED
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PROFESSIONAL
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ENGINEER
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PE-0055338-E
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text Y
AutoCAD SHX Text L
AutoCAD SHX Text V
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text A
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NO.
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SCALE
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DWG FILE PATH/NAME
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DATE
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DRAWN BY
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DSGN. BY
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CHK'D. BY
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DWG. NO.
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SHEET. NO.
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LOWER MAKEFIELD CORPORATE CAMPUS CENTER NORTH CAMPUS
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1010 STONY HILL ROAD, SUITE 175, YARDLEY, PA 19067
AutoCAD SHX Text Z:\Shared\Projects POC\PA\017 - Bucks\Middletown Township\PBMTT081 - Field Survey\Design Engineering Planning\PBMTT081 -(5) ADA RAMPS\Cadd\Dwg\SURV-PBMTT081-ADA RAMPS.dwg
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text 3/31/2026
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PBMTT081
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OF
AutoCAD SHX Text REMINGTON & VERNICK ENGINEERSEMINGTON & VERNICK ENGINEERSVERNICK ENGINEERSERNICK ENGINEERS
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REVISION
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DATE
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BY
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CHK. BY
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(267) 394-4500 WEB ADDRESS: RVE.COM
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AutoCAD SHX Text
JB
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AS/MW
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CF
2.00'
PAVEMENT / CONC. / SIDEWALK
ROADWAY GRADE
SPOT GRADE
SLOPES
C O
BA
LT
R
ID
G E
D R
S
A D
A
EL
PL
AN
( IN FEET )
GRAPHIC SCALE
1 inch = ft.
5 5
2.5
PROFESSIONAL ENGINEER LIC. NO. PE-0055338-E
CHRISTOPHER J. FAZIO
DATE:
MIDDLETOWN TOWNSHIP BUCKS COUNTY PENNSYLVANIA
PENNDOT HOP ADA RAMPS
COBALT RIDGE DR S. - ADA EL. PLAN
04/06/2026
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CONC. SWK.
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GRASS AREA
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BRISTOL OXFORD VALLEY ROAD
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PID 22-061-379 N/F SORICHILLO, ALFRED JOHN JR & JODI
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GRASS AREA
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GRASS AREA
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GRASS AREA
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GRASS
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GRASS
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PID 22-061-093 N/F BARNER, COLIN T
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COBALT RIDGE DRIVE S.
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CONC. SWK.
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CONC. CURB
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CONC. CURB
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EX. C INLET TC = 103.27 GL = 102.53
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CONC. CURB
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text
CONC. CURB
AutoCAD SHX Text
GRASS
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EX. 6' WD. FNC.
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EX. 6' WD. FNC.
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48" BUSH
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48" BUSH
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LEGAL RIGHT OF WAY LINE
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LEGAL RIGHT OF WAY LINE
AutoCAD SHX Text 5.00'
AutoCAD SHX Text 15.00'
AutoCAD SHX Text
75 SF TEMPORARY CONSTRUCTION EASEMENT
AutoCAD SHX Text NOTES: 1. THE HORIZONTAL DATUM IS BASED ON THE PENNSYLVANIA STATE THE HORIZONTAL DATUM IS BASED ON THE PENNSYLVANIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE (NAD-1983 / 2011 ADJ.) AND THE VERTICAL DATUM IS BASED ON NAVD-1988 / GEOID 2018 DATUM IS BASED ON NAVD-1988 / GEOID 2018 (ADD 1.03 FEET TO THESE ELEVATIONS TO CONVERT TO NGVD-1929 DATUM). 2. PROPERTY AND RIGHT-OF-WAY LINES SHOWN ON THESE PLANS ARE PROPERTY AND RIGHT-OF-WAY LINES SHOWN ON THESE PLANS ARE AND RIGHT-OF-WAY LINES SHOWN ON THESE PLANS ARE APPROXIMATE LOCATIONS BASED ON THE CURRENT TAX MAPS OF THE TOWNSHIP OF MIDDLETOWN, BUCKS COUNTY, PENNSYLVANIA. ADJOINING MIDDLETOWN, BUCKS COUNTY, PENNSYLVANIA. ADJOINING MIDDLETOWN, BUCKS COUNTY, PENNSYLVANIA. ADJOINING PROPERTY AND RIGHT-OF-WAY LINES ARE SHOWN FOR GRAPHICAL INFORMATION ONLY AND HAVE NOT BEEN FIELD VERIFIED. 3. EXISTING TOPOGRAPHIC CONDITIONS WERE SURVEYED BY REMINGTON & EXISTING TOPOGRAPHIC CONDITIONS WERE SURVEYED BY REMINGTON & VERNICK ENGINEERS UNDER THE SUPERVISION OF BRIAN T. YORKIEWICZ, PA. P.L.S. LICENSE NO. SU-075193. THE SURVEY WORK WAS COMPLETED ON NOVEMBER 21, 2025. 4. THIS PLAN AND SURVEY DOES NOT CERTIFY TO THE LOCATION, BOTH THIS PLAN AND SURVEY DOES NOT CERTIFY TO THE LOCATION, BOTH HORIZONTAL AND VERTICAL OF ANY UNDERGROUND UTILITY OR STRUCTURE THAT WAS NOT EXPOSED FOR DIRECT MEASUREMENT.
AutoCAD SHX Text
ITEM
AutoCAD SHX Text
DESCRIPTION
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BITUMINOUS/ASPHALT
AutoCAD SHX Text
CONCRETE
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GRASS
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STONE
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EXISTING
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PROPOSED
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CONCRETE SIDEWALK
AutoCAD SHX Text
PAVEMENT, FULL DEPTH RESTORATION
AutoCAD SHX Text
PAVEMENT MILL & OVERLAY
AutoCAD SHX Text
24" DETECTABLE WARNING SURFACE
AutoCAD SHX Text 3.48
AutoCAD SHX Text 3.48
AutoCAD SHX Text
TC5.45 GL4.95
AutoCAD SHX Text
TC5.45
AutoCAD SHX Text
GL4.95
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text 3.48
AutoCAD SHX Text 3.48
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
PA.S.P.C.S. (SOUTH) (NAD83/2011 ADJ.)
AutoCAD SHX Text
COBALT RIDGE DRIVE S AND BRISTOL OXFORD VALLEY ROAD - ADA RAMP ELEVATION PLAN
AutoCAD SHX Text
CHRISTOPHER
AutoCAD SHX Text
JOSEPH
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FAZIO
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REGISTERED
AutoCAD SHX Text
PROFESSIONAL
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ENGINEER
AutoCAD SHX Text
PE-0055338-E
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text Y
AutoCAD SHX Text L
AutoCAD SHX Text V
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
NO.
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SCALE
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DWG FILE PATH/NAME
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DATE
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DRAWN BY
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DSGN. BY
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CHK'D. BY
AutoCAD SHX Text
DWG. NO.
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SHEET. NO.
AutoCAD SHX Text
LOWER MAKEFIELD CORPORATE CAMPUS CENTER NORTH CAMPUS
AutoCAD SHX Text
1010 STONY HILL ROAD, SUITE 175, YARDLEY, PA 19067
AutoCAD SHX Text Z:\Shared\Projects POC\PA\017 - Bucks\Middletown Township\PBMTT081 - Field Survey\Design Engineering Planning\PBMTT081 -(5) ADA RAMPS\Cadd\Dwg\SURV-PBMTT081-ADA RAMPS.dwg
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text 3/31/2026
AutoCAD SHX Text
PBMTT081
AutoCAD SHX Text
OF
AutoCAD SHX Text REMINGTON & VERNICK ENGINEERSEMINGTON & VERNICK ENGINEERSVERNICK ENGINEERSERNICK ENGINEERS
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
CHK. BY
AutoCAD SHX Text
(267) 394-4500 WEB ADDRESS: RVE.COM
AutoCAD SHX Text
AutoCAD SHX Text
JB
AutoCAD SHX Text
AS/MW
MAINTENANCE & PROT. OF TRAFFIC
PROFESSIONAL ENGINEER LIC. NO. PE-0055338-E
CHRISTOPHER J. FAZIO
DATE:
MIDDLETOWN TOWNSHIP BUCKS COUNTY PENNSYLVANIA
PENNDOT HOP ADA RAMPS
04/06/2026
AutoCAD SHX Text
1. USING PATA 102, CLOSE THE SHOULDER OF SB BRISTOL OXFORD VALLEY ROAD (S.R. 2029) 2. USE PATA 102 TO DO ONE CORNER AT A TIME AND CLOSE ONE SHOULDER OR THE OTHER FOR JOLLYBROOK RD. 3. MAINTAIN OPERATION OF TRAVEL LANES ON JOLLYBROOK RD. AT ALL TIMES. 4. USING PATA 128, CLOSE THE SIDEWALK FOR PEDESTRIAN TO BE AWARE OF CONSTRUCTION. 5. CONSTRUCT ADA RAMPS PER PROJECT PLANS 6. GRADE BEHIND RAMPS AS NEEDED AND INSTALL NEW SEED AND STRAW 7. REMOVE ALL TRAFFIC PROTECTION AND RE-OPEN RAMPS
AutoCAD SHX Text
SEQUENCE OF CONSTRUCTION:
AutoCAD SHX Text %%uMPT NOTES%%U
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1. THIS WORK CONSISTS OF THE MAINTENANCE AND PROTECTION OF TRAFFIC AND THE PROTECTION OF THE PUBLIC WHEN APPROACHING AND DEPARTING THE CONSTRUCTION AREA AND WITHIN THE LIMITS OF CONSTRUCTION. 2. FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROL SIGNS AND DEVICES. MAINTAIN TRAFFIC DURING HOURS OF CONSTRUCTION AND AT ALL OTHER TIMES CONSISTENT WITH THE METHODS INDICATED ON THESE DRAWINGS AND THE FOLLOWING: 1. PENNDOT PUBLICATION 35; 2. PENNDOT PUBLICATION 46; 3. PENNDOT PUBLICATION 72M; 4. PENNDOT PUBLICATION 111; 5. PENNDOT PUBLICATION 212; 6. PENNDOT PUBLICATION 213; 7. PENNDOT PUBLICATION 236; 8. PENNDOT PUBLICATION 408; AND 9. MUTCD, LATEST PENNDOT ADOPTED EDITION. 3. REMOVE THESE DEVICES IMMEDIATELY UPON COMPLETION OF THE WORK. PENNDOT WILL REMOVE ANY TRAFFIC CONTROL DEVICES ERECTED BY DEPARTMENT FORCES. 4.
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