9-09. Juniper Hill HOP ADA Ramp Project.pdf

PROFESSIONAL ENGINEER LIC. NO. PE-0055338-E

CHRISTOPHER J. FAZIO

DATE:

MIDDLETOWN TOWNSHIP BUCKS COUNTY PENNSYLVANIA

PENNDOT HOP ADA RAMPS

PROJECT LOCATION MAP

JUNIPER HILL HOP ADA RAMP PROJECT

MIDDLETOWN TOWNSHIP,

BUCKS COUNTY, PENNSYLVANIA

APRIL 2026

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PA ONE - CALL SYSTEM

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1-800-242-1776

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SERIAL # 20250763876

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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 JUNIPER HILL - LAYOUT PLAN

3 JUNIPER HILL - ADA RAMP PLAN

4 MAINTENANCE & PROT. OF TRAFFIC

04/01/2026

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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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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\K-PBMTT081-PENNDOT-JUNIPER.dwg

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AS NOTED

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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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SCALE: 1" = 2000'

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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

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

JUNIPER HILL - LAYOUT PLAN

04/01/2026

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JOLLYBROOK ROAD

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BRISTOL OXFORD VALLEY ROAD (S.R. 2029)

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CONC. CURB

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CONC. SWK.

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GRASS

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CONC. SWK.

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GRASS

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CONC. CURB

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GRASS AREA

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GRASS AREA

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24" TREE

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24" TREE

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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 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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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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TC5.45

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GL4.95

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LEGEND

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PA.S.P.C.S. (SOUTH) (NAD83/2011 ADJ.)

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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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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

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PBMTT081

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OF

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REVISION

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DATE

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BY

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(267) 394-4500 WEB ADDRESS: RVE.COM

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JB

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AS/MW

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EDGE OF PAVEMENT

CURB

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

JUNIPER HILL - ADA RAMP PLAN

04/01/2026

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PID 22-060-237 N/F OLSEN, LAUREN

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JOLLYBROOK ROAD

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GRASS AREA

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BRISTOL OXFORD VALLEY ROAD (S.R. 2029)

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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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24" TREE

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24" TREE

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MATCH EXISTING CURB 5" CURB REVEAL

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5" CURB REVEAL 2' ROLLED FLARE

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FULL DEPTH PAVEMENT RESTORATION

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MATCH EXISTING CURB 5" CURB REVEAL

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5" CURB REVEAL 2' ROLLED FLARE

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5" CURB REVEAL 2' ROLLED FLARE

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MAINTAIN 3:1 SLOPE WHERE SIDEWALK IS BEING LOWERED

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MAINTAIN 3:1 SLOPE WHERE SIDEWALK IS BEING LOWERED

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REMOVE AND REPLACE CONCRETE WITH GRASS AT 3:1 MAXIMUM SLOPE

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REMOVE AND REPLACE CONCRETE WITH GRASS AT 3:1 MAXIMUM SLOPE

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REMOVE AND REPLACE CONCRETE WITH GRASS AT 3:1 MAXIMUM SLOPE

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MAINTAIN EXISTING SIGN. REMOVE AND REINSTALL AS NEEDED

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LEGAL RIGHT OF WAY LINE

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LEGAL RIGHT OF WAY LINE

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MAINTAIN EXISTING SIGN. REMOVE AND REINSTALL AS NEEDED

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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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JOLLYBROOK ROAD

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BRISTOL OXFORD VALLEY ROAD (S.R. 2029)

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CONC. CURB

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CONC. SWK.

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GRASS

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CONC. SWK.

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GRASS

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CONC. CURB

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GRASS AREA

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GRASS AREA

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24" TREE

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24" TREE

AutoCAD SHX Text U/P#13938

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TC 51.03 BC 50.61

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TC 51.48 BC 51.06

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TC 50.82 BC 50.40

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TC 50.98 BC 50.56

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LEGAL RIGHT OF WAY LINE

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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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TC5.45

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GL4.95

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LEGEND

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PA.S.P.C.S. (SOUTH) (NAD83/2011 ADJ.)

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JOLLYBROOK ROAD AND BRISTOL OXFORD VALLEY ROAD - ADA RAMP SLOPE PLAN

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JOLLYBROOK ROAD AND BRISTOL OXFORD VALLEY ROAD - ADA RAMP ELEVATION 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

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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

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PBMTT081

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OF

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REVISION

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DATE

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BY

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(267) 394-4500 WEB ADDRESS: RVE.COM

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JB

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AS/MW

CF

PROFESSIONAL ENGINEER LIC. NO. PE-0055338-E

CHRISTOPHER J. FAZIO

DATE:

MIDDLETOWN TOWNSHIP BUCKS COUNTY PENNSYLVANIA

PENNDOT HOP ADA RAMPS

MAINTENANCE & PROT. OF TRAFFIC

04/01/2026

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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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DWG FILE PATH/NAME

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DATE

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DSGN. 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\DET-PBMTT081.dwg

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AS NOTED

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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

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CF

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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

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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. PERMITTEE MUST ARRANGE FOR INSPECTION OF ALL TRAFFIC CONTROL DEVICES PRIOR TO START OF WORK. 5. COVER OR REMOVE ALL CONFLICTING SIGNS AND ERADICATE ALL CONFLICTING PAVEMENT MARKINGS. 6. MOUNT ALL LONG-TERM ADVANCE WARNING SIGNS ON TYPE III BARRICADES UNLESS OTHERWISE NOTED OR INSTRUCTED BY DISTRICT OFFICE. 7. ALL SIGNS AND DEVICES TO BE MAINTAINED IN NEW OR LIKE NEW CONDITION. 8. DRIVEWAYS WILL BE KEPT ACCESSIBLE AT ALL TIMES. LOCATE ALL SIGNS SO THAT SIGHT DISTANCES WILL NOT BE OBSTRUCTED AT DRIVEWAYS AND LOCAL ROADS. 9. ALL CHANNELIZING DEVICES, BARRICADES, AND SIGNS SHALL HAVE TYPE III OR BETTER PRISMATIC RETROREFLECTIVE SHEETING. SHEETING SHALL BE APPROVED AND LISTED IN PENNDOT PUBLICATION 35 (BULLETIN 15). 10. NO TRAFFIC RESTRICTIONS OR LANE CLOSURES ARE PERMITTED BETWEEN 6:00 AM AND 9:00 AM AND BETWEEN NO TRAFFIC RESTRICTIONS OR LANE CLOSURES ARE PERMITTED BETWEEN 6:00 AM AND 9:00 AM AND BETWEEN 3:00 PM AND 6:00 PM MONDAYS THROUGH FRIDAYS OR ON LEGAL HOLIDAYS AND WEEKENDS ASSOCIATED WITH LEGAL HOLIDAYS. ALL RESTRICTIONS AND CLOSURES ARE TO BE REMOVED BY NOON ON THE DAY PRIOR TO THE LEGAL HOLIDAY. 11. PERMITTEE SHALL NOTIFY LOCAL EMERGENCY AUTHORITIES (E.G., POLICE, FIRE, MEDICAL), AFFECTED BUSINESSES, PERMITTEE SHALL NOTIFY LOCAL EMERGENCY AUTHORITIES (E.G., POLICE, FIRE, MEDICAL), AFFECTED BUSINESSES, SCHOOL DISTRICT(S), THE GENERAL PUBLIC, THE DISTRICT PERMIT MANAGER AND THE DISTRICT APRAS COORDINATOR AT LEAST FOURTEEN DAYS PRIOR TO ANY SIGNIFICANT TRAFFIC IMPACTS (E.G., LATERAL WIDTH RESTRICTIONS LESS THAN 16 FEET, DETOURS). 12. MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH PATA DRAWING MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH PATA DRAWING 102 AND 128 IN THE CURRENT PENNDOT PUBLICATION 213, "TERMPORARY TRAFFIC CONTROL GUIDELINES." 13. DROPOFFS CREATED BY CONSTRUCTION OPERATIONS SHALL BE TREATED CONSISTENT WITH PUBLICATION 408, DROPOFFS CREATED BY CONSTRUCTION OPERATIONS SHALL BE TREATED CONSISTENT WITH PUBLICATION 408, SECTION 901.3(J). 14. REMOVE ALL SHORT-TERM WORK ZONE TRAFFIC CONTROL SIGNING UPON COMPLETION OF THAT DAY'S WORK PERIOD. REMOVE ALL SHORT-TERM WORK ZONE TRAFFIC CONTROL SIGNING UPON COMPLETION OF THAT DAY'S WORK PERIOD. 15. RESTRICTING TRAFFIC FLOW WITHIN THE WORK AREA SHALL BE MINIMIZED TO PREVENT TRAFFIC CONGESTION AND RESTRICTING TRAFFIC FLOW WITHIN THE WORK AREA SHALL BE MINIMIZED TO PREVENT TRAFFIC CONGESTION AND UNSAFE TRAFFIC CONDITIONS. 16. NOTIFY THE LOCAL MUNICIPALITY WHERE SIGNALIZED INTERSECTIONS FALL WITHIN THE WORK ZONE. DO NOT FLAG A NOTIFY THE LOCAL MUNICIPALITY WHERE SIGNALIZED INTERSECTIONS FALL WITHIN THE WORK ZONE. DO NOT FLAG A SIGNALIZED INTERSECTION WITHOUT THE MUNICIPALITY PLACING THE SIGNAL ON FLASH. 17. THE CONTRACTOR SHALL COMPLY WITH ACT 229 OF DECEMBER 2002 DURING CONSTRUCTION ACTIVITIES WITHIN THE CONTRACTOR SHALL COMPLY WITH ACT 229 OF DECEMBER 2002 DURING CONSTRUCTION ACTIVITIES WITHIN PENNDOT'S RIGHT-OF-WAY.

AutoCAD SHX Text %%uUTILITY NOTES%%U

AutoCAD SHX Text PA ONE CALL FOR DESIGN DETAIL SERIAL NO. 20260893832 - MIDDLETOWN TOWNSHIP, BUCKS COUNTY

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THE FOLLOWING PA ONE CALL WAS PERFORMED:

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1. EXISTING UTILITIES SHOWN ARE TAKEN FROM PUBLIC RECORD. EXISTING UTILITIES SHOWN ARE TAKEN FROM PUBLIC RECORD. 2. EXISTING UTILITIES ARE SHOWN ON THE PLANS IN ACCORDANCE WITH THE BEST INFORMATION AVAILABLE AND ARE FOR EXISTING UTILITIES ARE SHOWN ON THE PLANS IN ACCORDANCE WITH THE BEST INFORMATION AVAILABLE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CORRECTNESS AND COMPLETENESS OF THIS INFORMATION IS NOT GUARANTEED. 3. THE CONTRACTOR MUST VERIFY THE EXACT LOCATION AND DEPTH. THE CONTRACTOR MUST TAKE ALL PRECAUTIONS THE CONTRACTOR MUST VERIFY THE EXACT LOCATION AND DEPTH. THE CONTRACTOR MUST TAKE ALL PRECAUTIONS TO FULLY PROTECT THE UTILITY SERVICE. 4. PURSUANT TO THE REQUIREMENTS OF PENNSYLVANIA ACT 287 OF 1974, 199 (2004) AND SUBSEQUENT AMENDMENTS, PURSUANT TO THE REQUIREMENTS OF PENNSYLVANIA ACT 287 OF 1974, 199 (2004) AND SUBSEQUENT AMENDMENTS, THE CONTRACTOR MUST CONTACT THE PENNSYLVANIA ONE CALL SYSTEM AT 1-800-242-1776, AT LEAST 3 WORKING DAYS PRIOR TO ANY EXCAVATION, POST DRIVING OR DEMOTION WORK. 5. IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL OVERHEAD LINES. NOTIFY THE UTILITY COMPANY AND IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL OVERHEAD LINES. NOTIFY THE UTILITY COMPANY AND COMPLY WITH THE UTILITY COMPANY'S SAFETY CLEARANCE REQUIREMENTS WHEN WORKING IN THE AREA OF THEIR FACILITIES.

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1. THE EXISTING SPEED LIMIT ON S.R. 2029 IS 35 M.P.H. THE EXISTING SPEED LIMIT ON S.R. 2029 IS 35 M.P.H. 2. THE RIGHT-OF-WAY IS FREE ACCESS. THE RIGHT-OF-WAY IS FREE ACCESS. 3. ALL WORK IN PA STATE HIGHWAY RIGHT-OF-WAY IS TO BE PERFORMED CONSISTENT WITH THE ALL WORK IN PA STATE HIGHWAY RIGHT-OF-WAY IS TO BE PERFORMED CONSISTENT WITH THE FOLLOWING: 1. PENNDOT PUBLICATION 13M, DESIGN MANUAL PART 2 - HIGHWAY DESIGN 2. PENNDOT PUBLICATION 34, APPROVED AGGREGATE PRODUCERS (BULLETIN 14) 3. PENNDOT PUBLICATION 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15) 4. PENNDOT PUBLICATION 41, PRODUCERS OF BITUMINOUS MATERIALS (BULLETIN 41) 5. PENNDOT PUBLICATION 42, PRODUCERS OF READY-MIX CONCRETE (BULLETIN 42) 6. PENNDOT PUBLICATION 46, TRAFFIC ENGINEERING MANUAL 7. PENNDOT PUBLICATION 72M, STANDARDS FOR ROADWAY CONSTRUCTION 8. PENNDOT PUBLICATION 111, PAVEMENT MARKINGS AND SIGNING STANDARDS 9. PENNDOT PUBLICATION 212, OFFICIAL TRAFFIC CONTROL DEVICES 10. PENNDOT PUBLICATION 213, TEMPORARY TRAFFIC CONTROL GUIDELINES 11. PENNDOT PUBLICATION 408, SPECIFICATIONS 12. PENNDOT PUBLICATION 888 STORMWATER CONTROL MEASURES MANUAL 13. PENNDOT PUBLICATION 584 PENNDOT DRAINAGE MANUAL 4. PA STATE HIGHWAY RIGHT-OF-WAY MAY NOT BE USED FOR PARKING. PA STATE HIGHWAY RIGHT-OF-WAY MAY NOT BE USED FOR PARKING. 5. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED STRUCTURES, FACILITIES AND PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED STRUCTURES, FACILITIES AND DRAINAGE. 6. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED SIGNS AND PAVEMENT MARKINGS. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED SIGNS AND PAVEMENT MARKINGS. 7. CONTACT PENNSYLVANIA ONE-CALL (1-800-242-1776) THREE WORKING DAYS BEFORE EXCAVATION CONTACT PENNSYLVANIA ONE-CALL (1-800-242-1776) THREE WORKING DAYS BEFORE EXCAVATION OR DEMOLITION WORK. SERIAL NUMBER FOR (list Municipality). 8. DISTANCE TO THE NEAREST INTERSECTION IS: RT.0 FEET LT. 0 FEET. DISTANCE TO THE NEAREST INTERSECTION IS: RT.0 FEET LT. 0 FEET. DISTANCE TO THE NEAREST TRAFFIC SIGNAL IS 870 FEET. 9. IF A TRAFFIC SIGNAL IS WITHIN 500 FEET OF THE SITE, CALL THE DISTRICT TRAFFIC ENGINEER AT IF A TRAFFIC SIGNAL IS WITHIN 500 FEET OF THE SITE, CALL THE DISTRICT TRAFFIC ENGINEER AT 610-205-6843 AT LEAST 3 DAYS PRIOR TO THE START OF WORK. 10. THIS PERMIT MAY BE RESTRICTED ON WORKING HOURS AND TIMES FOR HOLIDAYS, WEEKENDS, AND THIS PERMIT MAY BE RESTRICTED ON WORKING HOURS AND TIMES FOR HOLIDAYS, WEEKENDS, AND SPECIAL OR UNFORESEEN EVENTS AND WILL REQUIRE APPROVAL FROM THE COUNTY OFFICE PRIOR TO WORKING DURING THESE PERIODS. 11. FINAL APPROVAL OF THE PROPOSED SAWCUT LOCATION WILL BE AT THE DISCRETION OF THE FINAL APPROVAL OF THE PROPOSED SAWCUT LOCATION WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-CHARGE AND WILL BE CONFIRMED AT THE PRE-CONSTRUCTION MEETING. IF THE SAWCUT MUST BE LOCATED WITHIN A TRAVEL LANE, IT WILL BE NECESSARY TO MILL AND OVERLAY THE TRAVEL LANE TO PREVENT A JOINT IN A WHEEL PATH. 12. THE PROPOSED PAVEMENT SECTION MUST BE AS INDICATED ON THE PLAN, OR MATCH THE EXISTING THE PROPOSED PAVEMENT SECTION MUST BE AS INDICATED ON THE PLAN, OR MATCH THE EXISTING AS FOUND IN THE FIELD, WHICHEVER IS GREATER. 13. PRIOR TO AN OVERLAY, BITUMINOUS OR CONCRETE BASE REPAIR OR JOINT REPLACEMENT MAY BE PRIOR TO AN OVERLAY, BITUMINOUS OR CONCRETE BASE REPAIR OR JOINT REPLACEMENT MAY BE REQUIRED. REPAIR/REPLACEMENT WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-CHARGE. 14. ALL EXISTING PAVEMENT MARKINGS WHICH ARE NO LONGER APPROPRIATE SHALL BE ERADICATED BY ALL EXISTING PAVEMENT MARKINGS WHICH ARE NO LONGER APPROPRIATE SHALL BE ERADICATED BY THE PERMITTEE. THE PERMITTEE SHALL PLACE ALL REQUIRED NEW PAVEMENT MARKINGS. 15. ALL PAVEMENT MARKINGS OTHER THAN LONGITUDINAL LINES TO BE HOT THERMOPLASTIC (PENNDOT ALL PAVEMENT MARKINGS OTHER THAN LONGITUDINAL LINES TO BE HOT THERMOPLASTIC (PENNDOT PUBLICATION 111, TC-8600). 16. MATCH EXISTING PAVEMENT MARKINGS AT THE LIMITS OF WORK. MATCH EXISTING PAVEMENT MARKINGS AT THE LIMITS OF WORK. 17. MATERIAL CERTIFICATION MUST BE PROVIDED, BY AN APPROVED MANUFACTURER LISTED IN THE MATERIAL CERTIFICATION MUST BE PROVIDED, BY AN APPROVED MANUFACTURER LISTED IN THE DEPARTMENT'S PUBLICATION 35 (BULLETIN 15), FOR ALL MATERIALS AND STRUCTURES WITHIN PENNDOT RIGHT-OF-WAY. 18. ALL PROPOSED PEDESTRIAN FACILITIES REFLECTED ON THESE PLANS, INCLUDING THOSE THAT ARE ALL PROPOSED PEDESTRIAN FACILITIES REFLECTED ON THESE PLANS, INCLUDING THOSE THAT ARE OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, SHALL BE CONSTRUCTED TO COMPLY WITH THE REQUIREMENTS OF THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG) OF THE ACCESSIBILITY GUIDELINES OF BUILDINGS AND FACILITIES (ADAAG). PENNDOT DESIGN MANUAL PART 2, CHAPTER 6, AND PENNDOT STANDARDS FOR ROADWAY CONSTRUCTION (PENNDOT PUBLICATION 72M, RC-67M) PROVIDE GUIDANCE ON ADA ACCESSIBLE DESIGN FOR PEDESTRIAN FACILITIES AND CAN BE UTILIZED FOR REFERENCE. 19. ALL SLOPE MEASUREMENTS WILL BE INSPECTED/VERIFIED WITH A 2-FOOT SMART LEVEL. ALL SLOPE MEASUREMENTS WILL BE INSPECTED/VERIFIED WITH A 2-FOOT SMART LEVEL. 20. IT IS THE RESPONSIBILITY OF THE PERMITTEE TO REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING IT IS THE RESPONSIBILITY OF THE PERMITTEE TO REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND NEW STORM DRAINAGE FACILITIES WITHIN THE PROJECT LIMITS AT THE COMPLETION OF THE CONSTRUCTION. 21. MODIFICAITONS TO EXISTING DRAINAGE STRUCTURES MAY RESULT IN THE NEED TO REPLACE THE MODIFICAITONS TO EXISTING DRAINAGE STRUCTURES MAY RESULT IN THE NEED TO REPLACE THE STRUCTURE. REPLACEMENT WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-CHARGE. 22. STRUCTURAL STEEL BICYCLE SAFE GRATES MUST BE PROVIDED FOR ALL INLETS WITHIN THE ROADWAY STRUCTURAL STEEL BICYCLE SAFE GRATES MUST BE PROVIDED FOR ALL INLETS WITHIN THE ROADWAY PAVEMENT OF THOSE THAT MAY RECEIVE BICYCLE TRAFFIC (PENNDOT PUBLICATION 72M, RC-45M). 23. THE PERMITTEE IS RESPONSIBLE FOR THE COORDINATION OF RELOCATING ANY CONFLICTING UTILITIES THE PERMITTEE IS RESPONSIBLE FOR THE COORDINATION OF RELOCATING ANY CONFLICTING UTILITIES WHICH ARE A RESULT OF THESE IMPROVEMENTS. 24. ALL UTILITY RELOCATION PERMITS TAKE PRECEDENCE OVER THE UTILITY RELOCATION POSITIONS ALL UTILITY RELOCATION PERMITS TAKE PRECEDENCE OVER THE UTILITY RELOCATION POSITIONS SHOWN ON THE HOP PLANS. 25. PROPERTY AND LEGAL RIGHT-OF-WAY LINES SHOWN ON THESE PLANS ARE BASED ON FIELD PROPERTY AND LEGAL RIGHT-OF-WAY LINES SHOWN ON THESE PLANS ARE BASED ON FIELD EVIDENCE FOUND AND MAPS AND DEEDS OF RECORDS, AS WELL AS THE CURRENT ASSESSMENT RECORDS AND TAX MAPS OF THE TOWNSHIP OF MIDDLETOWN, BUCKS COUNTY, PENNSYLVANIA. ADJOINING PROPERTY AND RIGHT-OF-WAY LINES ARE SHOWN FOR GRAPHICAL INFORMATION ONLY AND HAVE NOT BEEN FIELD VERIFIED.

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TYPE 'C' STEADY BURN

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NON-METALLIC DRUM

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TOP OF EXCAVATION, TOP OF SUB-BASE, TOP OF BASE COURSE OR SUBGRADE

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EDGE OF ROADWAY

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BUILD-UP SAFETY SLOPE EMBANKMENT OF SUBBASE

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PROVIDE TEMPORARY 4" WHITE EDGE LINE

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__' MIN. PROVIDE MINIMUM 11' WIDE TRAVEL LANE

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ROADWAY

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WORK AREA

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CONSTRUCT SAFETY SLOPE WHEN CUT EXCEEDS 2"

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SLOPE 4:1 MAX.

AutoCAD SHX Text NOTES: SAFETY BUILD-UP MUST BE USED ANY PLACE WHERE OPEN EXCAVATION ALONG ACTIVE ROADWAYS RESULTS IN A DROPOFF GREATER THAN 2". A TEMPORARY 4" WHITE EDGE LINE SHALL BE PROVIDED IF THE EXISTING EDGE LINE IS TO BE REMOVED. MINIMUM EFFECTIVE LANE WIDTHS OF 11' SHALL BE PROVIDED. PROVIDE TEMPORARY PAVING AS REQUIRED TO MAINTAIN EFFECTIVE LANE WIDTH.

DROP-OFF DETAIL (NOT TO SCALE)