06_3008 ADA Plans final_05.13.26.pdf
PDF 4 MB Posted
- Attached to
- PW Prequalification for Bid -3008 Crescentville Road Signals and Pedestrian Improvements
- Solicitation number
- B2728161
- Issued by
- Pennsylvania
About this file
This document is a comprehensive set of ADA (Americans with Disabilities Act) curb ramp design plans prepared by Hunt Engineering Company for the City of Philadelphia, specifically addressing pedestrian improvements at two intersections: Crescentville Road (SR 1002) & Adams Avenue, and Crescentville Road (SR 1002) & Tacony Crossing Apartments. The project, identified as Project No. 2242003 with City Ramp Submission A-104, includes eight ramps distributed across the two intersections, with detailed layout plans, slope calculations, elevation profiles, and construction specifications. The plans were prepared under the direction of Ken Filson, P.E. (PE093533), and drawn by Matt Grayauskie, E.I.T., and Aliya A. Poblete, with a project date of November 6, 2025. All ramp designs conform to PennDOT Publication 13M Chapters 6 and 7, RC-67M (dated June 10, 2013), and PennDOT District 6-0 ADA Curb Ramp Guidance (dated April 8, 2013).
The design plans encompass eight individual ramp configurations (Ramp IDs 0101 through 0808) with varying types, including Type 1 and Type 4A designs, with detailed specifications for curb elevations, depressed curbs, detectable warning surfaces, push buttons, traffic signals, and pavement adjustments. Key construction requirements include resetting utility lids flush with proposed sidewalks, coordinating with the Streets Department City Traffic Unit (215-686-5524) for street sign relocation and pavement markings, obtaining written Property Owner Consent (POC) forms for any property modifications, and performing cementitious parging wall repairs where necessary. The plans identify pavement adjustment justifications for specific ramps due to existing ponding conditions and algebraic grade differences exceeding the 13.3% maximum allowable threshold. All construction is contingent upon approval of CS-4401 forms and sketches by PennDOT prior to commencement, with contractor verification that current ADA standards have not changed since design approval.
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18' RADIUS
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22.2' BY 4' PAVEMENT ADJUSTMENT
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PR. 3" HIGH WALL 2.8' LONG
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#17 17 TYPE 1 1 RAMP 01 OF 8 01 OF 8 OF 8 8 RAMP ID 0101
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COP TOITS CRESCENTVILLE
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MATT GRAYAUSKIE E.I.TMATT GRAYAUSKIE E.I.T
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KEN FILSON, P.E.KEN FILSON, P.E.
AutoCAD SHX Text PROJECT NO. 2242003, CITY RAMP SUBMISSION A-1042242003, CITY RAMP SUBMISSION A-104, CITY RAMP SUBMISSION A-104A-104
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PROJECT NAME:
AutoCAD SHX Text DESIGNER NAME & ADDRESS: HUNT ENGINEERING COMPANY HUNT ENGINEERING COMPANY 101 LINDENWOOD DRIVE MALVERN, PA 19355 PHONE: 610-644-4600, FAX:610-644-2466
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1. ADA RAMP DESIGN PERFORMED IN ACCORDANCE WITH PENNDOT PUBLICATION 13M CHAPTERS ADA RAMP DESIGN PERFORMED IN ACCORDANCE WITH PENNDOT PUBLICATION 13M CHAPTERS 6 AND 7, RC-67M DATED JUNE 10, 2013 AND IN ACCORDANCE WITH PENNDOT DISTRICT 6-0 ADA CURB RAMP GUIDANCE DATED APRIL 8, 2013. 2. DO NOT PROCEED WITH ADA CURB RAMP CONSTRUCTION UNTIL CS-4401 FORMS AND DO NOT PROCEED WITH ADA CURB RAMP CONSTRUCTION UNTIL CS-4401 FORMS AND SKETCHES HAVE BEEN APPROVED. 3. CONTRACTOR SHALL VERIFY THAT ADA CURB RAMP DESIGN STANDARDS HAVE NOT CHANGED CONTRACTOR SHALL VERIFY THAT ADA CURB RAMP DESIGN STANDARDS HAVE NOT CHANGED AFTER CS-4401 FORMS HAVE BEEN APPROVED. WHERE STANDARDS HAVE BEEN UPDATED, THE CONSTRUCTION SHALL CONFORM WITH THE CURRENT STANDARDS. MODIFICATIONS TO THE APPROVED DESIGN MUST BE SUBMITTED TO PENNDOT FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 4. REFER TO TRAFFIC SIGNAL PLANS FOR EXTENT OF SIGNAL WORK. REFER TO TRAFFIC SIGNAL PLANS FOR EXTENT OF SIGNAL WORK. 5. RESET ALL UTILITY LIDS WITHIN LIMITS OF WORK TO BE FLUSH WITH PROPOSED SIDEWALK. RESET ALL UTILITY LIDS WITHIN LIMITS OF WORK TO BE FLUSH WITH PROPOSED SIDEWALK. 6. RESET ANY EXISTING STREET SIGNS WITHIN LIMIT OF WORK ON BREAKAWAY TYPE POST RESET ANY EXISTING STREET SIGNS WITHIN LIMIT OF WORK ON BREAKAWAY TYPE POST UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL COORDINATE ANY RESETTING OR RELOCATING OF EXISTING STREET SIGNS WITH THE STREETS DEPARTMENT CITY TRAFFIC UNIT (215-686-5524). 7. THE CONTRACTOR SHALL COORDINATE ANY REMOVAL OR ADDING OF STRIPING OR ADDING OR THE CONTRACTOR SHALL COORDINATE ANY REMOVAL OR ADDING OF STRIPING OR ADDING OR RELOCATION OF STOP BARS WITH THE STREETS DEPARTMENT CITY TRAFFIC UNIT (215-686-5524). ANY EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED PAVEMENT MARKINGS SHALL BE ERADICATED. 8. IF, WHILE LOWERING THE SIDEWALK, THE WALL IS EXPOSED AND DETERMINED THAT THE IF, WHILE LOWERING THE SIDEWALK, THE WALL IS EXPOSED AND DETERMINED THAT THE APPEARANCE IS NOT CONSISTENT OR COMPLIMENTARY TO THE WALL FACADE, AND/OR THAT JOINTS OR IRREGULARITIES NEED TO BE CONCEALED, THEN THE CONTRACTOR SHALL PARGE THE EXPOSED AREA USING THE PROTOCOLS DESCRIBED IN THE PARGING DETAIL (SEE PAGE 5). 9. THE CONSTRUCTION ENGINEER SHALL DIRECT THE CONTRACTOR TO COORDINATE ANY THE CONSTRUCTION ENGINEER SHALL DIRECT THE CONTRACTOR TO COORDINATE ANY PROPERTY MODIFICATIONS WITH THE PROPERTY OWNER. THESE MODIFICATIONS SHALL BE WITH WRITTEN CONSENT AND TO THE SATISFACTION OF THE PROPERTY OWNER. SIGNED PROPERTY OWNER CONSENT (POC) FORM SHALL BE PROVIDED TO STREETS DEPARTMENT ADA UNIT. 10. ALL CURB IS A STANDARD 8 INCHES IN WIDTH UNLESS OTHERWISE NOTED. ALL CURB IS A STANDARD 8 INCHES IN WIDTH UNLESS OTHERWISE NOTED.
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AutoCAD SHX Text EXISTING TOP & BOTTOM OF CURB ELEVATIONS PROPOSED TOP & BOTTOM OF CURB ELEVATIONS EXISTING/PROPOSED SLOPE EXISTING/PROPOSED SPOT ELEVATION PROPOSED DETECTABLE WARNING SURFACE PROPOSED CONCRETE SIDEWALK PROPOSED DEPRESSED CURB PROPOSED CURB TO BE REMOVED RAMP ID NUMBER EX. OPEN MOUTH GRATE INLET (4 DENOTES 4FT., 6 DENOTES 6FT.) EX. CITY INLET (4 DENOTES 4FT., 6 DENOTES 6FT.) EX. OLD CITY INLET (#1, #2, #3, #4 DENOTES SIZE) EX. HWY GRATE INLET (#1, #2, #3 #4 DENOTES SIZE)
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#04 04 TYPE 4A 4A RAMP 02 OF 8 02 OF 8 OF 8 8 RAMP ID 0202
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#24 24 TYPE 1 1 RAMP 03 OF 8 03 OF 8 OF 8 8 RAMP ID 0303
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MATT GRAYAUSKIE E.I.TMATT GRAYAUSKIE E.I.T
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KEN FILSON, P.E.KEN FILSON, P.E.
AutoCAD SHX Text PROJECT NO. 2242003, CITY RAMP SUBMISSION A-1042242003, CITY RAMP SUBMISSION A-104, CITY RAMP SUBMISSION A-104A-104
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DATE: 11/06/2025 11/06/2025
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PROJECT NAME:
AutoCAD SHX Text DESIGNER NAME & ADDRESS: HUNT ENGINEERING COMPANY HUNT ENGINEERING COMPANY 101 LINDENWOOD DRIVE MALVERN, PA 19355 PHONE: 610-644-4600, FAX:610-644-2466
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1. ADA RAMP DESIGN PERFORMED IN ACCORDANCE WITH PENNDOT PUBLICATION 13M CHAPTERS ADA RAMP DESIGN PERFORMED IN ACCORDANCE WITH PENNDOT PUBLICATION 13M CHAPTERS 6 AND 7, RC-67M DATED JUNE 10, 2013 AND IN ACCORDANCE WITH PENNDOT DISTRICT 6-0 ADA CURB RAMP GUIDANCE DATED APRIL 8, 2013. 2. DO NOT PROCEED WITH ADA CURB RAMP CONSTRUCTION UNTIL CS-4401 FORMS AND DO NOT PROCEED WITH ADA CURB RAMP CONSTRUCTION UNTIL CS-4401 FORMS AND SKETCHES HAVE BEEN APPROVED. 3. CONTRACTOR SHALL VERIFY THAT ADA CURB RAMP DESIGN STANDARDS HAVE NOT CHANGED CONTRACTOR SHALL VERIFY THAT ADA CURB RAMP DESIGN STANDARDS HAVE NOT CHANGED AFTER CS-4401 FORMS HAVE BEEN APPROVED. WHERE STANDARDS HAVE BEEN UPDATED, THE CONSTRUCTION SHALL CONFORM WITH THE CURRENT STANDARDS. MODIFICATIONS TO THE APPROVED DESIGN MUST BE SUBMITTED TO PENNDOT FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 4. REFER TO TRAFFIC SIGNAL PLANS FOR EXTENT OF SIGNAL WORK. REFER TO TRAFFIC SIGNAL PLANS FOR EXTENT OF SIGNAL WORK. 5. RESET ALL UTILITY LIDS WITHIN LIMITS OF WORK TO BE FLUSH WITH PROPOSED SIDEWALK. RESET ALL UTILITY LIDS WITHIN LIMITS OF WORK TO BE FLUSH WITH PROPOSED SIDEWALK. 6. RESET ANY EXISTING STREET SIGNS WITHIN LIMIT OF WORK ON BREAKAWAY TYPE POST RESET ANY EXISTING STREET SIGNS WITHIN LIMIT OF WORK ON BREAKAWAY TYPE POST UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL COORDINATE ANY RESETTING OR RELOCATING OF EXISTING STREET SIGNS WITH THE STREETS DEPARTMENT CITY TRAFFIC UNIT (215-686-5524). 7. THE CONTRACTOR SHALL COORDINATE ANY REMOVAL OR ADDING OF STRIPING OR ADDING OR THE CONTRACTOR SHALL COORDINATE ANY REMOVAL OR ADDING OF STRIPING OR ADDING OR RELOCATION OF STOP BARS WITH THE STREETS DEPARTMENT CITY TRAFFIC UNIT (215-686-5524). ANY EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED PAVEMENT MARKINGS SHALL BE ERADICATED. 8. IF, WHILE LOWERING THE SIDEWALK, THE WALL IS EXPOSED AND DETERMINED THAT THE IF, WHILE LOWERING THE SIDEWALK, THE WALL IS EXPOSED AND DETERMINED THAT THE APPEARANCE IS NOT CONSISTENT OR COMPLIMENTARY TO THE WALL FACADE, AND/OR THAT JOINTS OR IRREGULARITIES NEED TO BE CONCEALED, THEN THE CONTRACTOR SHALL PARGE THE EXPOSED AREA USING THE PROTOCOLS DESCRIBED IN THE PARGING DETAIL (SEE PAGE 5). 9. THE CONSTRUCTION ENGINEER SHALL DIRECT THE CONTRACTOR TO COORDINATE ANY THE CONSTRUCTION ENGINEER SHALL DIRECT THE CONTRACTOR TO COORDINATE ANY PROPERTY MODIFICATIONS WITH THE PROPERTY OWNER. THESE MODIFICATIONS SHALL BE WITH WRITTEN CONSENT AND TO THE SATISFACTION OF THE PROPERTY OWNER. SIGNED PROPERTY OWNER CONSENT (POC) FORM SHALL BE PROVIDED TO STREETS DEPARTMENT ADA UNIT. 10. ALL CURB IS A STANDARD 8 INCHES IN WIDTH UNLESS OTHERWISE NOTED. ALL CURB IS A STANDARD 8 INCHES IN WIDTH UNLESS OTHERWISE NOTED.
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KEN FILSON, P.E.KEN FILSON, P.E.
AutoCAD SHX Text PROJECT NO. 2242003, CITY RAMP SUBMISSION A-1042242003, CITY RAMP SUBMISSION A-104, CITY RAMP SUBMISSION A-104A-104
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PROJECT NAME:
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PE093533
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1. ADA RAMP DESIGN PERFORMED IN ACCORDANCE WITH PENNDOT PUBLICATION 13M CHAPTERS ADA RAMP DESIGN PERFORMED IN ACCORDANCE WITH PENNDOT PUBLICATION 13M CHAPTERS 6 AND 7, RC-67M DATED JUNE 10, 2013 AND IN ACCORDANCE WITH PENNDOT DISTRICT 6-0 ADA CURB RAMP GUIDANCE DATED APRIL 8, 2013. 2. DO NOT PROCEED WITH ADA CURB RAMP CONSTRUCTION UNTIL CS-4401 FORMS AND DO NOT PROCEED WITH ADA CURB RAMP CONSTRUCTION UNTIL CS-4401 FORMS AND SKETCHES HAVE BEEN APPROVED. 3. CONTRACTOR SHALL VERIFY THAT ADA CURB RAMP DESIGN STANDARDS HAVE NOT CHANGED CONTRACTOR SHALL VERIFY THAT ADA CURB RAMP DESIGN STANDARDS HAVE NOT CHANGED AFTER CS-4401 FORMS HAVE BEEN APPROVED. WHERE STANDARDS HAVE BEEN UPDATED, THE CONSTRUCTION SHALL CONFORM WITH THE CURRENT STANDARDS. MODIFICATIONS TO THE APPROVED DESIGN MUST BE SUBMITTED TO PENNDOT FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 4. REFER TO TRAFFIC SIGNAL PLANS FOR EXTENT OF SIGNAL WORK. REFER TO TRAFFIC SIGNAL PLANS FOR EXTENT OF SIGNAL WORK. 5. RESET ALL UTILITY LIDS WITHIN LIMITS OF WORK TO BE FLUSH WITH PROPOSED SIDEWALK. RESET ALL UTILITY LIDS WITHIN LIMITS OF WORK TO BE FLUSH WITH PROPOSED SIDEWALK. 6. RESET ANY EXISTING STREET SIGNS WITHIN LIMIT OF WORK ON BREAKAWAY TYPE POST RESET ANY EXISTING STREET SIGNS WITHIN LIMIT OF WORK ON BREAKAWAY TYPE POST UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL COORDINATE ANY RESETTING OR RELOCATING OF EXISTING STREET SIGNS WITH THE STREETS DEPARTMENT CITY TRAFFIC UNIT (215-686-5524). 7. THE CONTRACTOR SHALL COORDINATE ANY REMOVAL OR ADDING OF STRIPING OR ADDING OR THE CONTRACTOR SHALL COORDINATE ANY REMOVAL OR ADDING OF STRIPING OR ADDING OR RELOCATION OF STOP BARS WITH THE STREETS DEPARTMENT CITY TRAFFIC UNIT (215-686-5524). ANY EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED PAVEMENT MARKINGS SHALL BE ERADICATED. 8. IF, WHILE LOWERING THE SIDEWALK, THE WALL IS EXPOSED AND DETERMINED THAT THE IF, WHILE LOWERING THE SIDEWALK, THE WALL IS EXPOSED AND DETERMINED THAT THE APPEARANCE IS NOT CONSISTENT OR COMPLIMENTARY TO THE WALL FACADE, AND/OR THAT JOINTS OR IRREGULARITIES NEED TO BE CONCEALED, THEN THE CONTRACTOR SHALL PARGE THE EXPOSED AREA USING THE PROTOCOLS DESCRIBED IN THE PARGING DETAIL (SEE PAGE 5). 9. THE CONSTRUCTION ENGINEER SHALL DIRECT THE CONTRACTOR TO COORDINATE ANY THE CONSTRUCTION ENGINEER SHALL DIRECT THE CONTRACTOR TO COORDINATE ANY PROPERTY MODIFICATIONS WITH THE PROPERTY OWNER. THESE MODIFICATIONS SHALL BE WITH WRITTEN CONSENT AND TO THE SATISFACTION OF THE PROPERTY OWNER. SIGNED PROPERTY OWNER CONSENT (POC) FORM SHALL BE PROVIDED TO STREETS DEPARTMENT ADA UNIT. 10. ALL CURB IS A STANDARD 8 INCHES IN WIDTH UNLESS OTHERWISE NOTED. ALL CURB IS A STANDARD 8 INCHES IN WIDTH UNLESS OTHERWISE NOTED.
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AutoCAD SHX Text EXISTING TOP & BOTTOM OF CURB ELEVATIONS PROPOSED TOP & BOTTOM OF CURB ELEVATIONS EXISTING/PROPOSED SLOPE EXISTING/PROPOSED SPOT ELEVATION PROPOSED DETECTABLE WARNING SURFACE PROPOSED CONCRETE SIDEWALK PROPOSED DEPRESSED CURB PROPOSED CURB TO BE REMOVED RAMP ID NUMBER EX. OPEN MOUTH GRATE INLET (4 DENOTES 4FT., 6 DENOTES 6FT.) EX. CITY INLET (4 DENOTES 4FT., 6 DENOTES 6FT.) EX. OLD CITY INLET (#1, #2, #3, #4 DENOTES SIZE) EX. HWY GRATE INLET (#1, #2, #3 #4 DENOTES SIZE)
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#25 25 TYPE 1 1 RAMP 05 OF 8 05 OF 8 OF 8 8 RAMP ID 0505
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NO PARKING
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NO PARKING
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PR. TRAFFIC SIGNAL
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MATT GRAYAUSKIE E.I.TMATT GRAYAUSKIE E.I.T
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KEN FILSON, P.E.KEN FILSON, P.E.
AutoCAD SHX Text PROJECT NO. 2242003, CITY RAMP SUBMISSION A-1042242003, CITY RAMP SUBMISSION A-104, CITY RAMP SUBMISSION A-104A-104
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DATE: 11/06/2025 11/06/2025
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SHEET 4 OF 17 17
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CRESCENTVILLE RD (SR 1002) & ADAMS AVE & ADAMS AVEADAMS AVE
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X-XXXXX-XX
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PROJECT NAME:
AutoCAD SHX Text DESIGNER NAME & ADDRESS: HUNT ENGINEERING COMPANY HUNT ENGINEERING COMPANY 101 LINDENWOOD DRIVE MALVERN, PA 19355 PHONE: 610-644-4600, FAX:610-644-2466
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RAMP AND CROSSWALK LAYOUT PLAN:
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PROFESSIONAL
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KENNETH R. FILSON
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PE093533
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1. ADA RAMP DESIGN PERFORMED IN ACCORDANCE WITH PENNDOT PUBLICATION 13M CHAPTERS ADA RAMP DESIGN PERFORMED IN ACCORDANCE WITH PENNDOT PUBLICATION 13M CHAPTERS 6 AND 7, RC-67M DATED JUNE 10, 2013 AND IN ACCORDANCE WITH PENNDOT DISTRICT 6-0 ADA CURB RAMP GUIDANCE DATED APRIL 8, 2013. 2. DO NOT PROCEED WITH ADA CURB RAMP CONSTRUCTION UNTIL CS-4401 FORMS AND DO NOT PROCEED WITH ADA CURB RAMP CONSTRUCTION UNTIL CS-4401 FORMS AND SKETCHES HAVE BEEN APPROVED. 3. CONTRACTOR SHALL VERIFY THAT ADA CURB RAMP DESIGN STANDARDS HAVE NOT CHANGED CONTRACTOR SHALL VERIFY THAT ADA CURB RAMP DESIGN STANDARDS HAVE NOT CHANGED AFTER CS-4401 FORMS HAVE BEEN APPROVED. WHERE STANDARDS HAVE BEEN UPDATED, THE CONSTRUCTION SHALL CONFORM WITH THE CURRENT STANDARDS. MODIFICATIONS TO THE APPROVED DESIGN MUST BE SUBMITTED TO PENNDOT FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 4. REFER TO TRAFFIC SIGNAL PLANS FOR EXTENT OF SIGNAL WORK. REFER TO TRAFFIC SIGNAL PLANS FOR EXTENT OF SIGNAL WORK. 5. RESET ALL UTILITY LIDS WITHIN LIMITS OF WORK TO BE FLUSH WITH PROPOSED SIDEWALK. RESET ALL UTILITY LIDS WITHIN LIMITS OF WORK TO BE FLUSH WITH PROPOSED SIDEWALK. 6. RESET ANY EXISTING STREET SIGNS WITHIN LIMIT OF WORK ON BREAKAWAY TYPE POST RESET ANY EXISTING STREET SIGNS WITHIN LIMIT OF WORK ON BREAKAWAY TYPE POST UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL COORDINATE ANY RESETTING OR RELOCATING OF EXISTING STREET SIGNS WITH THE STREETS DEPARTMENT CITY TRAFFIC UNIT (215-686-5524). 7. THE CONTRACTOR SHALL COORDINATE ANY REMOVAL OR ADDING OF STRIPING OR ADDING OR THE CONTRACTOR SHALL COORDINATE ANY REMOVAL OR ADDING OF STRIPING OR ADDING OR RELOCATION OF STOP BARS WITH THE STREETS DEPARTMENT CITY TRAFFIC UNIT (215-686-5524). ANY EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED PAVEMENT MARKINGS SHALL BE ERADICATED. 8. IF, WHILE LOWERING THE SIDEWALK, THE WALL IS EXPOSED AND DETERMINED THAT THE IF, WHILE LOWERING THE SIDEWALK, THE WALL IS EXPOSED AND DETERMINED THAT THE APPEARANCE IS NOT CONSISTENT OR COMPLIMENTARY TO THE WALL FACADE, AND/OR THAT JOINTS OR IRREGULARITIES NEED TO BE CONCEALED, THEN THE CONTRACTOR SHALL PARGE THE EXPOSED AREA USING THE PROTOCOLS DESCRIBED IN THE PARGING DETAIL (SEE PAGE 5). 9. THE CONSTRUCTION ENGINEER SHALL DIRECT THE CONTRACTOR TO COORDINATE ANY THE CONSTRUCTION ENGINEER SHALL DIRECT THE CONTRACTOR TO COORDINATE ANY PROPERTY MODIFICATIONS WITH THE PROPERTY OWNER. THESE MODIFICATIONS SHALL BE WITH WRITTEN CONSENT AND TO THE SATISFACTION OF THE PROPERTY OWNER. SIGNED PROPERTY OWNER CONSENT (POC) FORM SHALL BE PROVIDED TO STREETS DEPARTMENT ADA UNIT. 10. ALL CURB IS A STANDARD 8 INCHES IN WIDTH UNLESS OTHERWISE NOTED. ALL CURB IS A STANDARD 8 INCHES IN WIDTH UNLESS OTHERWISE NOTED.
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AutoCAD SHX Text EXISTING TOP & BOTTOM OF CURB ELEVATIONS PROPOSED TOP & BOTTOM OF CURB ELEVATIONS EXISTING/PROPOSED SLOPE EXISTING/PROPOSED SPOT ELEVATION PROPOSED DETECTABLE WARNING SURFACE PROPOSED CONCRETE SIDEWALK PROPOSED DEPRESSED CURB PROPOSED CURB TO BE REMOVED RAMP ID NUMBER EX. OPEN MOUTH GRATE INLET (4 DENOTES 4FT., 6 DENOTES 6FT.) EX. CITY INLET (4 DENOTES 4FT., 6 DENOTES 6FT.) EX. OLD CITY INLET (#1, #2, #3, #4 DENOTES SIZE) EX. HWY GRATE INLET (#1, #2, #3 #4 DENOTES SIZE)
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AutoCAD SHX Text EXISTING BOLLARD EXISTING TRAFFIC SIGN EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING GAS VALVE EXISTING VENT EXISTING UTILITY POLE EXISTING WATER MANHOLE EXISTING GAS MANHOLE EXISTING TELEPHONE/ COMMUNICATIONS MANHOLE EXSTING SEWER MANHOLE EXISTING PAVEMEMNT MARKINGS PROPOSED PAVEMENT MARKINGS
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EXST CONDITIONS SHOWING DEMO & PREP
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TYPICAL CEMENTITIOUS PARGING WALL REPAIR DETAIL
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NTS
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REMOVE LOOSE AND SPALLING CEMENTITIOUS PARGING
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PREPARE SURFACE PER MANUFACTURER WRITTEN RECOMMENDATIONS.
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EXPOSE " MIN 14" MIN BEYOND FACE OF WALL
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EXISTING CONCRETE WALL (V.I.F.)
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1. EXAMINE AND SOUND CEMENTITIOUS PARGING WALLS EXAMINE AND SOUND CEMENTITIOUS PARGING WALLS SCOPE INCLUDES: PRIOR TO STARTING ANY REPAIRS, VISUALLY OBSERVE AND PERFORM SOUNDINGS ON ALL EXPOSED CEMENTITIOUS MATERIAL. IDENTIFY ALL CRACKS AND SPALLS. LOCATE AND MARK ALL AREAS OF LOOSE OR DETERIORATED CEMENTITIOUS MATERIAL FOR REMOVAL AND REPLACEMENT. 2. CEMENTITIOUS PARGING WALL SPALL REPAIR CEMENTITIOUS PARGING WALL SPALL REPAIR SCOPE INCLUDES: REMOVE LOOSE OR DETERIORATED CEMENTITIOUS MATERIAL TO SOUND MATERIAL. CLEAN AND PREPARE SUBSTRATES FOR APPLICATION OF REPLACEMENT MATERIALS. REFER TO THE TYPICAL REPAIR DETAILS ON THIS SHEET FOR APPLICATION GUIDELINES ON REPAIRS. ENGAGE A REPRESENTATIVE FROM THE MANUFACTURER OF EACH PRODUCT TO BE UTILIZED PRIOR TO THE START OF WORK TO EVALUATE FIELD CONDITIONS AND MAKE PROJECT SPECIFIC RECOMMENDATIONS. PERFORM ALL WORK, INCLUDING CLEANING AND SURFACE PREPARATIONS IN ACCORDANCE WITH ALL MANUFACTURER RECOMMENDATIONS.
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MATT GRAYAUSKIE E.I.TMATT GRAYAUSKIE E.I.T
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KEN FILSON, P.E.KEN FILSON, P.E.
AutoCAD SHX Text PROJECT NO. 2242003, CITY RAMP SUBMISSION A-1042242003, CITY RAMP SUBMISSION A-104, CITY RAMP SUBMISSION A-104A-104
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DATE: 11/06/2025 11/06/2025
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SHEET 5 OF 17 17
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#17 17 TYPE 1 1 RAMP 01 OF 8 01 OF 8 OF 8 8 RAMP ID 0101
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CRESCENTVILLE RD (SR 1002) & ADAMS AVE & ADAMS AVEADAMS AVE
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PROJECT NAME:
AutoCAD SHX Text DESIGNER NAME & ADDRESS: HUNT ENGINEERING COMPANY HUNT ENGINEERING COMPANY 101 LINDENWOOD DRIVE MALVERN, PA 19355 PHONE: 610-644-4600, FAX:610-644-2466
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KENNETH R. FILSON
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PE093533
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MATT GRAYAUSKIE E.I.TMATT GRAYAUSKIE E.I.T
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KEN FILSON, P.E.KEN FILSON, P.E.
AutoCAD SHX Text PROJECT NO. 2242003, CITY RAMP SUBMISSION A-1042242003, CITY RAMP SUBMISSION A-104, CITY RAMP SUBMISSION A-104A-104
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DATE: 11/06/2025 11/06/2025
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SHEET 6 OF 17 17
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CRESCENTVILLE RD (SR 1002) & ADAMS AVE & ADAMS AVEADAMS AVE
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PROJECT NAME:
AutoCAD SHX Text DESIGNER NAME & ADDRESS: HUNT ENGINEERING COMPANY HUNT ENGINEERING COMPANY 101 LINDENWOOD DRIVE MALVERN, PA 19355 PHONE: 610-644-4600, FAX:610-644-2466
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KENNETH R. FILSON
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COP TOITS CRESCENTVILLE
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AutoCAD SHX Text 5.2%
AutoCAD SHX Text 3.5%
AutoCAD SHX Text 8.0%
AutoCAD SHX Text 8.0%
AutoCAD SHX Text 2.0%
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AutoCAD SHX Text 1.0%
AutoCAD SHX Text 1.0%
AutoCAD SHX Text 4.6%
AutoCAD SHX Text 3.3%
AutoCAD SHX Text 3.3%
AutoCAD SHX Text 1.7%
AutoCAD SHX Text 1.9%
AutoCAD SHX Text 3.9%
AutoCAD SHX Text
REGRADE AT MAX 3:1 SLOPES
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REGRADE AT MAX 3:1 SLOPES
AutoCAD SHX Text 3.8%
AutoCAD SHX Text 1.5%
AutoCAD SHX Text
ROLLED FLARE
AutoCAD SHX Text
ROLLED FLARE
AutoCAD SHX Text
MATT GRAYAUSKIE E.I.TMATT GRAYAUSKIE E.I.T
AutoCAD SHX Text
KEN FILSON, P.E.KEN FILSON, P.E.
AutoCAD SHX Text PROJECT NO. 2242003, CITY RAMP SUBMISSION A-1042242003, CITY RAMP SUBMISSION A-104, CITY RAMP SUBMISSION A-104A-104
AutoCAD SHX Text
DATE: 11/06/2025 11/06/2025
AutoCAD SHX Text
SHEET 7 OF 17 17
AutoCAD SHX Text
CRESCENTVILLE RD (SR 1002) & ADAMS AVE & ADAMS AVEADAMS AVE
AutoCAD SHX Text INTERSECTION OF CRESCENTVILLE RD (SR 1002) CRESCENTVILLE RD (SR 1002) AND ADAMS AVEADAMS AVE
AutoCAD SHX Text
PROJECT NAME:
AutoCAD SHX Text DESIGNER NAME & ADDRESS: HUNT ENGINEERING COMPANY HUNT ENGINEERING COMPANY 101 LINDENWOOD DRIVE MALVERN, PA 19355 PHONE: 610-644-4600, FAX:610-644-2466
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
CORRECT:
AutoCAD SHX Text
ENGINEER OF RECORD
AutoCAD SHX Text
RAMP SLOPES PLAN:
AutoCAD SHX Text
AutoCAD SHX Text
5 FEET
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5 FEET
AutoCAD SHX Text
SCALE
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AutoCAD SHX Text N
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
KENNETH R. FILSON
AutoCAD SHX Text
PE093533
AutoCAD SHX Text
NO PARKING
AutoCAD SHX Text
NO PARKING
AutoCAD SHX Text Adams Ave
AutoCAD SHX Text
NO PARKING
AutoCAD SHX Text
NO PARKING
AutoCAD SHX Text Crescentville Rd (SR 1002)
AutoCAD SHX Text
COP TOITS CRESCENTVILLE
#04 04 TYPE 4A 4A RAMP 02 OF 8 02 OF 8 OF 8 8 RAMP ID 0202
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AutoCAD SHX Text
DC 69.69 DC 69.63 BU 0.06'
AutoCAD SHX Text
DC 69.65 DC 69.64 BU 0.01'
AutoCAD SHX Text 69.69
AutoCAD SHX Text 70.04
AutoCAD SHX Text 70.00
AutoCAD SHX Text 69.73
AutoCAD SHX Text 70.08
AutoCAD SHX Text 69.96
AutoCAD SHX Text
TC 69.96 BC 69.70 BC 69.65 BU 0.05' 3" REVEAL
AutoCAD SHX Text
TC 70.26 BC 69.77 6" REVEAL MATCH EXISTING
AutoCAD SHX Text
TC 70.22 BC 69.73 BC 69.73 CUT 0.00' 6" REVEAL
AutoCAD SHX Text
TC 70.24 BC 69.75 BC 69.74 BU 0.01' 6" REVEAL
AutoCAD SHX Text
TC 69.87 BC 69.62 BC 69.67 CUT 0.05' 3" REVEAL
AutoCAD SHX Text
TC 69.99 BC 69.57 BC 69.66 CUT 0.09' 5" REVEAL
AutoCAD SHX Text
TC 70.05 BC 69.55 BC 69.65 CUT 0.10' 6" REVEAL
AutoCAD SHX Text
TC 70.18 BC 69.66 6" REVEAL MATCH EXISTING
AutoCAD SHX Text
70.41 70.71 LOWER 0.30'
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70.32 70.40 LOWER 0.08'
AutoCAD SHX Text
70.61 MATCH EXISTING
AutoCAD SHX Text
70.43 MATCH EXISTING
AutoCAD SHX Text
71.64 MATCH EXISTING
AutoCAD SHX Text
72.29 MATCH EXISTING
AutoCAD SHX Text
MATT GRAYAUSKIE E.I.TMATT GRAYAUSKIE E.I.T
AutoCAD SHX Text
KEN FILSON, P.E.KEN FILSON, P.E.
AutoCAD SHX Text PROJECT NO. 2242003, CITY RAMP SUBMISSION A-1042242003, CITY RAMP SUBMISSION A-104, CITY RAMP SUBMISSION A-104A-104
AutoCAD SHX Text
DATE: 11/06/2025 11/06/2025
AutoCAD SHX Text
SHEET 8 OF 17 17
AutoCAD SHX Text
CRESCENTVILLE RD (SR 1002) & ADAMS AVE & ADAMS AVEADAMS AVE
AutoCAD SHX Text INTERSECTION OF CRESCENTVILLE RD (SR 1002) CRESCENTVILLE RD (SR 1002) AND ADAMS AVEADAMS AVE
AutoCAD SHX Text
PROJECT NAME:
AutoCAD SHX Text DESIGNER NAME & ADDRESS: HUNT ENGINEERING COMPANY HUNT ENGINEERING COMPANY 101 LINDENWOOD DRIVE MALVERN, PA 19355 PHONE: 610-644-4600, FAX:610-644-2466
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
CORRECT:
AutoCAD SHX Text
ENGINEER OF RECORD
AutoCAD SHX Text
RAMP ELEVATIONS PLAN:
AutoCAD SHX Text
AutoCAD SHX Text
5 FEET
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5 FEET
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SCALE
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AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
KENNETH R. FILSON
AutoCAD SHX Text
PE093533
AutoCAD SHX Text
NO PARKING
AutoCAD SHX Text
NO PARKING
AutoCAD SHX Text Adams Ave
AutoCAD SHX Text
NO PARKING
AutoCAD SHX Text
NO PARKING
AutoCAD SHX Text Crescentville Rd (SR 1002)
AutoCAD SHX Text
COP TOITS CRESCENTVILLE
#04 04 TYPE 4A 4A RAMP 02 OF 8 02 OF 8 OF 8 8 RAMP ID 0202
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AutoCAD SHX Text 2.0%
AutoCAD SHX Text 6.0%
AutoCAD SHX Text 0.8%
AutoCAD SHX Text 1.7%
AutoCAD SHX Text 2.8%
AutoCAD SHX Text 2.3%
AutoCAD SHX Text 0.5%
AutoCAD SHX Text 7.4%
AutoCAD SHX Text 6.4%
AutoCAD SHX Text 1.2%
AutoCAD SHX Text 3.7%
AutoCAD SHX Text 1.3%
AutoCAD SHX Text 0.4%
AutoCAD SHX Text 0.7%
AutoCAD SHX Text 1.4%
AutoCAD SHX Text 1.5%
AutoCAD SHX Text 1.3%
AutoCAD SHX Text 2.0%
AutoCAD SHX Text 0.8%
AutoCAD SHX Text 1.3%
AutoCAD SHX Text 1.5%
AutoCAD SHX Text 1.5%
AutoCAD SHX Text 1.0%
AutoCAD SHX Text 2.0%
AutoCAD SHX Text 3.3%
AutoCAD SHX Text 2.0%
AutoCAD SHX Text 6.8%
AutoCAD SHX Text 4.8%
AutoCAD SHX Text 6.5%
AutoCAD SHX Text 3.5%
AutoCAD SHX Text 4.0%
AutoCAD SHX Text 7.0%
AutoCAD SHX Text 0.8%
AutoCAD SHX Text 4.8%
AutoCAD SHX Text 3.3%
AutoCAD SHX Text 3.3%
AutoCAD SHX Text 4.8%
AutoCAD SHX Text 4.5%
AutoCAD SHX Text 4.0%
AutoCAD SHX Text 7.5%
AutoCAD SHX Text 7.5%
AutoCAD SHX Text 2.0%
AutoCAD SHX Text 2.0%
AutoCAD SHX Text 1.5%
AutoCAD SHX Text 1.5%
AutoCAD SHX Text 2.8%
AutoCAD SHX Text 2.8%
AutoCAD SHX Text 0.8%
AutoCAD SHX Text 1.0%
AutoCAD SHX Text 2.0%
AutoCAD SHX Text 2.0%
AutoCAD SHX Text 2.0%
AutoCAD SHX Text 9.2%
AutoCAD SHX Text 6.5%
AutoCAD SHX Text 0.7%
AutoCAD SHX Text 0.7%
AutoCAD SHX Text 4.0%
AutoCAD SHX Text 4.4%
AutoCAD SHX Text 1.0%
AutoCAD SHX Text 6.4%
AutoCAD SHX Text 8.0%
AutoCAD SHX Text 8.0%
AutoCAD SHX Text 1.0%
AutoCAD SHX Text 1.0%
AutoCAD SHX Text 1.1%
AutoCAD SHX Text 0.8%
AutoCAD SHX Text 0.8%
AutoCAD SHX Text 0.8%
AutoCAD SHX Text 1.0%
AutoCAD SHX Text 0.3%
AutoCAD SHX Text 1.0%
AutoCAD SHX Text 1.4%
AutoCAD SHX Text 0.6%
AutoCAD SHX Text 1.3%
AutoCAD SHX Text 3.6%
AutoCAD SHX Text 0.6%
AutoCAD SHX Text 1.3%
AutoCAD SHX Text 2.6%
AutoCAD SHX Text 1.8%
AutoCAD SHX Text 0.6%
AutoCAD SHX Text 3.1%
AutoCAD SHX Text 4.2%
AutoCAD SHX Text 1.2%
AutoCAD SHX Text 1.4%
AutoCAD SHX Text 1.4%
AutoCAD SHX Text 1.3%
AutoCAD SHX Text 1.3%
AutoCAD SHX Text 1.0%
AutoCAD SHX Text 1.1%
AutoCAD SHX Text 3.2%
AutoCAD SHX Text 3.2%
AutoCAD SHX Text 1.1%
AutoCAD SHX Text 1.5%
AutoCAD SHX Text 9.6%
AutoCAD SHX Text 3.5%
AutoCAD SHX Text 3.0%
AutoCAD SHX Text 2.2%
AutoCAD SHX Text 2.3%
AutoCAD SHX Text 2.6%
AutoCAD SHX Text 5.9%
AutoCAD SHX Text 3.0%
AutoCAD SHX Text 2.3%
AutoCAD SHX Text 1.4%
AutoCAD SHX Text 1.0%
AutoCAD SHX Text 3.9%
AutoCAD SHX Text 0.7%
AutoCAD SHX Text 1.5%
AutoCAD SHX Text 7.9%
AutoCAD SHX Text 7.9%
AutoCAD SHX Text 1.0%
AutoCAD SHX Text 1.0%
AutoCAD SHX Text 2.0%
AutoCAD SHX Text 2.0%
AutoCAD SHX Text 1.5%
AutoCAD SHX Text 2.4%
AutoCAD SHX Text 3.3%
AutoCAD SHX Text 1.0%
AutoCAD SHX Text 1.8%
AutoCAD SHX Text 1.5%
AutoCAD SHX Text 1.0%
AutoCAD SHX Text 4.5%
AutoCAD SHX Text 2.3%
AutoCAD SHX Text 2.0%
AutoCAD SHX Text 1.0%
AutoCAD SHX Text 1.5%
AutoCAD SHX Text 0.8%
AutoCAD SHX Text 1.5%
AutoCAD SHX Text 1.5%
AutoCAD SHX Text 1.5%
AutoCAD SHX Text 3.0%
AutoCAD SHX Text 2.5%
AutoCAD SHX Text
MATT GRAYAUSKIE E.I.TMATT GRAYAUSKIE E.I.T
AutoCAD SHX Text
KEN FILSON, P.E.KEN FILSON, P.E.
AutoCAD SHX Text PROJECT NO. 2242003, CITY RAMP SUBMISSION A-1042242003, CITY RAMP SUBMISSION A-104, CITY RAMP SUBMISSION A-104A-104
AutoCAD SHX Text
DATE: 11/06/2025 11/06/2025
AutoCAD SHX Text
SHEET 9 OF 17 17
AutoCAD SHX Text
#24 24 TYPE 1 1 RAMP 03 OF 8 03 OF 8 OF 8 8 RAMP ID 0303
AutoCAD SHX Text
#25 25 TYPE 1 1 RAMP 05 OF 8 05 OF 8 OF 8 8 RAMP ID 0505
AutoCAD SHX Text
#26 26 TYPE 1 1 RAMP 04 OF 8 04 OF 8 OF 8 8 RAMP ID 0404
AutoCAD SHX Text
CRESCENTVILLE RD (SR 1002) & ADAMS AVE & ADAMS AVEADAMS AVE
AutoCAD SHX Text INTERSECTION OF CRESCENTVILLE RD (SR 1002) CRESCENTVILLE RD (SR 1002) AND ADAMS AVEADAMS AVE
AutoCAD SHX Text
PROJECT NAME:
AutoCAD SHX Text DESIGNER NAME & ADDRESS: HUNT ENGINEERING COMPANY HUNT ENGINEERING COMPANY 101 LINDENWOOD DRIVE MALVERN, PA 19355 PHONE: 610-644-4600, FAX:610-644-2466
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
CORRECT:
AutoCAD SHX Text
ENGINEER OF RECORD
AutoCAD SHX Text
RAMP SLOPES PLAN:
AutoCAD SHX Text
AutoCAD SHX Text
5 FEET
AutoCAD SHX Text
5 FEET
AutoCAD SHX Text
SCALE
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AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
KENNETH R. FILSON
AutoCAD SHX Text
PE093533
AutoCAD SHX Text
NO PARKING
AutoCAD SHX Text
NO PARKING
AutoCAD SHX Text Adams Ave
AutoCAD SHX Text
NO PARKING
AutoCAD SHX Text
NO PARKING
AutoCAD SHX Text Crescentville Rd (SR 1002)
AutoCAD SHX Text
COP TOITS CRESCENTVILLE
AutoCAD SHX Text
NO PARKING
AutoCAD SHX Text
NO PARKING
Crescentville Rd (SR 1002)
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AutoCAD SHX Text
DC 69.53 DC 69.53 BU 0.00'
AutoCAD SHX Text
DC 69.45 DC 69.29 BU 0.16'
AutoCAD SHX Text 69.57
AutoCAD SHX Text 69.49
AutoCAD SHX Text 69.75
AutoCAD SHX Text 69.67
AutoCAD SHX Text 69.71
AutoCAD SHX Text 69.79
AutoCAD SHX Text
TC 69.80 BC 69.56 BC 69.59 CUT 0.03' 3" REVEAL
AutoCAD SHX Text
TC 69.86 BC 69.71 2" REVEAL MATCH EXISTING
AutoCAD SHX Text
TC 69.66 BC 69.16 BC 69.04 BU 0.12' 6" REVEAL
AutoCAD SHX Text
TC 69.50 BC 69.00 BC 68.98 BU 0.02' 6" REVEAL
AutoCAD SHX Text
DC 69.13 DC 69.09 BU 0.04'
AutoCAD SHX Text
DC 69.07 DC 69.04 BU 0.03'
AutoCAD SHX Text 69.18
AutoCAD SHX Text 69.33
AutoCAD SHX Text 69.41
AutoCAD SHX Text
TC 69.44 BC 69.10 BC 69.15 CUT 0.05' 4" REVEAL
AutoCAD SHX Text
TC 69.47 BC 69.05 BC 69.13 CUT 0.08' 5" REVEAL
AutoCAD SHX Text 69.27
AutoCAD SHX Text 69.35
AutoCAD SHX Text 69.12
AutoCAD SHX Text
TC 69.35 BC 69.02 4" REVEAL
AutoCAD SHX Text 69.67
AutoCAD SHX Text 69.75
AutoCAD SHX Text
TC 69.93 BC 69.73 2" REVEAL
AutoCAD SHX Text
DC 68.98 DC 68.98 BU 0.00'
AutoCAD SHX Text
DC 69.07 DC 69.07 BU 0.00'
AutoCAD SHX Text 69.13
AutoCAD SHX Text 69.04
AutoCAD SHX Text 69.28
AutoCAD SHX Text 69.19
AutoCAD SHX Text 69.33
AutoCAD SHX Text 69.25
AutoCAD SHX Text
TC 69.29 BC 69.12 2" REVEAL
AutoCAD SHX Text
TC 69.50 BC 69.33 2" REVEAL MATCH EXISTING
AutoCAD SHX Text
TC 69.35 BC 69.19 2" REVEAL
AutoCAD SHX Text
TC 69.26 BC 68.93 4" REVEAL
AutoCAD SHX Text
TC 69.35 BC 68.85 6" REVEAL
AutoCAD SHX Text
TC 69.14 BC 68.64 6" REVEAL
AutoCAD SHX Text
TC 69.25 BC 68.75 6" REVEAL
AutoCAD SHX Text
TC 69.39 BC 68.89 6" REVEAL
AutoCAD SHX Text
TC 69.50 BC 69.00 6" REVEAL
AutoCAD SHX Text 69.38
AutoCAD SHX Text 69.63
AutoCAD SHX Text 69.70
AutoCAD SHX Text
TC 69.54 BC 69.46 1" REVEAL
AutoCAD SHX Text
69.76 MATCH EXISTING
AutoCAD SHX Text
69.83 MATCH EXISTING
AutoCAD SHX Text
69.88 MATCH EXISTING
AutoCAD SHX Text 69.29
AutoCAD SHX Text 69.21
AutoCAD SHX Text 69.39
AutoCAD SHX Text
MATT GRAYAUSKIE E.I.TMATT GRAYAUSKIE E.I.T
AutoCAD SHX Text
KEN FILSON, P.E.KEN FILSON, P.E.
AutoCAD SHX Text PROJECT NO. 2242003, CITY RAMP SUBMISSION A-1042242003, CITY RAMP SUBMISSION A-104, CITY RAMP SUBMISSION A-104A-104
AutoCAD SHX Text
DATE: 11/06/2025 11/06/2025
AutoCAD SHX Text
SHEET 10 OF 17 17
AutoCAD SHX Text
#24 24 TYPE 1 1 RAMP 03 OF 8 03 OF 8 OF 8 8 RAMP ID 0303
AutoCAD SHX Text
#25 25 TYPE 1 1 RAMP 05 OF 8 05 OF 8 OF 8 8 RAMP ID 0505
AutoCAD SHX Text
#26 26 TYPE 1 1 RAMP 04 OF 8 04 OF 8 OF 8 8 RAMP ID 0404
AutoCAD SHX Text
CRESCENTVILLE RD (SR 1002) & ADAMS AVE & ADAMS AVEADAMS AVE
AutoCAD SHX Text INTERSECTION…
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