3-260010.02 HOP.pdf

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Attached to
Deer Run Road Improvements Project
Solicitation number
Not on record
Issued by
Berks County, Pennsylvania

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This Highway Occupancy Permit (HOP) document prepared by McCarthy Engineering Associates, Inc. pertains to roadway improvements in Maxatawny Township, Berks County, Pennsylvania, under PennDOT District 5-0 jurisdiction. The project involves improvements to SR 1024 (Long Lane Road) and T828 (Deer Run Road), a low-volume local road, spanning from Station 2+25.00 to Station 9+75.00 with a total length of 750 feet (0.14 miles). The work includes demolition of existing pavement, full-depth asphalt paving installation, pavement markings and signing, and associated traffic control measures. The roadway is classified as a Rural Collector with a design speed of 35 mph (posted), a current Average Daily Traffic (ADT) of 784 vehicles (2024), and an effective shoulder width of 0.5 feet. The design pavement width is 22 feet with typical sections showing 11-foot travel lanes in each direction with solid white edge lines and double yellow center lines. Traffic control device inspection must be arranged prior to work commencement, and no traffic restrictions or lane closures are permitted between 6:00 am and 9:00 am or 3:00 pm and 6:00 pm on weekdays, or on legal holidays and associated weekends.

The contractor must comply with multiple PennDOT publications including Design Manual Part 2, Standards for Roadway Construction (Publication 72M), Pavement Markings and Signing Standards (Publication 111), and Temporary Traffic Control Guidelines (Publication 213), as well as the Manual on Uniform Traffic Control Devices (MUTCD). All utility relocations must be coordinated by the permittee prior to paving operations, and the permittee is responsible for maintaining sight distance clearances of 243 feet to the left and 249 feet to the right for vehicles exiting T828 onto the state highway. Material certification from approved manufacturers listed in PennDOT Publication 35 (Bulletin 15) is required for all materials and structures within the right-of-way. The proposed pavement section must match the plan specifications or exceed the existing pavement structure found in the field. Contractors must contact the PA One Call System (1-800-242-1776) at least three working days prior to any excavation to verify underground utility locations in accordance with Act 287 of 1974. All existing pavement markings no longer appropriate must be eradicated, with new markings applied as hot thermoplastic per PennDOT standards.

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AutoCAD SHX Text P:\10_Maxatawny Twp\2024\2-Deer Run Road\Design\CADD Files\P-HOP Cover & Notes.dwg

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T828 DEER RUN ROAD LOW VOLUME LOCAL ROAD

AutoCAD SHX Text 331766

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EPS APPLICATION NUMBER

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HIGHWAY OCCUPANCY PERMIT PLANS FOR

AutoCAD SHX Text PURSUANT TO THE REQUIREMENTS OF ACT 287 OF 1974 AND AS LAST AMENDED, THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THESE PLANS HAVE BEEN DEVELOPED FROM EXISTING UTILITY RECORDS AND/OR ABOVE-GROUND EXAMINATIONS OF THE SITE. COMPLETENESS, ACCURACY, LOCATIONS, AND DEPTHS OF UNDERGROUND UTILITIES OR STRUCTURES CANNOT BE GUARANTEED. THE CONTRACTORS, AT LEAST THREE (3) DAYS PRIOR TO PERFORMING ANY EXCAVATIONS, SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS AND DEPTHS OF ALL UNDERGROUND FACILITIES LOCATED WITHIN THE VICINITY OF THE WORK SITE IN ACCORDANCE WITH ACT 287 OF 1974, AS AMENDED. (PA ONE CALL SYSTEM, INC. 1-800-242-1776) McCARTHY ENGINEERING ASSOCIATES, INC, DOES NOT GUARANTEE THE ACCURACY OF THE LOCATIONS FOR EXISTING SUBSURFACE UTILITY STRUCTURES SHOWN ON THE PLANS.

AutoCAD SHX Text THE PENNDOT LEGAL RIGHT-OF-WAY INFORMATION WAS OBTAINED FROM CORRESPONDENCE FROM PENNDOT DISTRICT 5-0 ARCHIVE OFFICE, VERIFYING A RIGHT-OF-WAY WIDTH OF 33 FEET. SUPPLEMENTAL PLAN REFERENCES THAT ARE ADJACENT SEGEMENTS TO THE PROPOSED SECTION OF WORK WERE OBTAINED FROM PENNDOT DISTRICT 5-0 ARCHIVE OFFICE - CONSTRUCTION PLANS FOR LEGISLATIVE ROUTE 06136 SECTION 2, DATED DECEMBER 12, 1961, AND FROM CONSTRUCTION PLANS FOR LEGISLATIVE ROUTE 06136 SECTION 04M, DATED JUNE 26, 1980, AS ESTABLISHED BY PLANS RECORDED IN BOOK 128 PAGE 5 AND BOOK-I PAGES 257 AND 259.

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COVER SHEET

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SERIAL NUMBERS: 20233631507, 20233631490

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LONG LANE ROAD

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MAXATAWNY TOWNSHIP

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BERKS

AutoCAD SHX Text 2+25.00

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AutoCAD SHX Text 9+75.00

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AutoCAD SHX Text STATE ROUTE ( ) IN COUNTY, PENNSYLVANIA FROM STA. TO STA. LENGTH FT. MI. FROM SEG OFFSET TO SEG OFFSET .

AutoCAD SHX Text DESIGN DESIGNATION - SR 1024 HIGHWAY CLASSIFICATION - RURAL COLLECTOR - RURAL COLLECTOR HIGHWAY TYPOLOGY - MINOR COLLECTOR - MINOR COLLECTOR DESIGN SPEED - 35 MPH (POSTED) - 35 MPH (POSTED) PAVEMENT WIDTH - 22' - 22' SHOULDER WIDTH (EFFECTIVE) - 0.5'- 0.5'

AutoCAD SHX Text TRAFFIC DATA CURRENT A.D.T. - 784 (2024) - 784 (2024) DESIGN YEAR A.D.T. - 808 (ADT*1.0299) - 808 (ADT*1.0299) T FACTOR - 3% - 3% D - 55% - 55% DHV - 86 (ADT*K) - 86 (ADT*K) TRUCK% - 6%- 6%

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DESCRIPTION

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TITLE SHEET

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GENERAL NOTES

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TYPICAL SECTIONS & DETAILS SHEET

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DEMOLITION PLAN

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PAVING PLAN

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SHEET INDEX BLOCK

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SHEET

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PAVEMENT MARKING AND SIGNING

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PROFILE SHEET

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PROJECT LOCATION

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LEGEND

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LIMIT OF WORK

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STA 2+25.00 SR 1024 SEG 0052 OFF 1636 MAXATAWNY TOWNSHIP BERKS COUNTY

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LIMIT OF WORK

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STA 09+75.00 SR 1024 SEG 0054 OFF 0375 MAXATAWNY TOWNSHIP BERKS COUNTY

AutoCAD SHX Text 01/18/24

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DATE:

AutoCAD SHX Text Wyomissing, PA 19610

AutoCAD SHX Text 1011 North Park Road

AutoCAD SHX Text www.McCarthy-Engineering.com

AutoCAD SHX Text Pottstown, PA 19464

AutoCAD SHX Text 2500 East High Street

AutoCAD SHX Text Suite 100

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AutoCAD SHX Text Phone: 610.373.8001

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JM

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PROJECT MGR:

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ES

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DRAWN BY:

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JOB NO.:

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DATE:

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TOTAL SHEETS

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DISTRICT

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COUNTY

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ROUTE

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SECTION

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HOP

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TOWNSHIP

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BOROUGH

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BERKS

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MAXATAWNY

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LOCATION MAP

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HOP PLANS

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HORIZONTAL

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10 FEET

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VERTICAL

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50 FEET

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PROFESSIONAL

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REGISTERED

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ENGINEER

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PE-051494E

AutoCAD SHX Text JAMES C. McCARTHY

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GREENWICH TOWNSHIP

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MAXATAWNY TOWNSHIP

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GRADING PLAN

P:\10_Maxatawny Twp\2024\2-Deer Run Road\Design\CADD Files\P-HOP Cover & Notes.dwg

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PENNDOT GENERAL NOTES

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1. THE EXISTING SPEED LIMIT ON SR 1024 IS 35 M.P.H. 2. THE RIGHT-OF-WAY IS FREE ACCESS. 3. 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 4. DETAILS, OTHER THAN THOSE INDICATED ARE ON THE FOLLOWING STANDARD DRAWINGS: DETAILS, OTHER THAN THOSE INDICATED ARE ON THE FOLLOWING STANDARD DRAWINGS: RC-10M (JUNE 1, 2010) RC-13M (JUNE 1, 2010) RC-28M (NOV 1, 2022) RC-45M (FEB 19. 2021) RC-64M (FEB 19, 2021) RC-70M (FEB 8, 2019) TC-8600 (JUNE 13, 2013) 5. PA STATE HIGHWAY RIGHT-OF-WAY MAY NOT BE USED FOR PARKING. PA STATE HIGHWAY RIGHT-OF-WAY MAY NOT BE USED FOR PARKING. 6. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED STRUCTURES, PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED STRUCTURES, FACILITIES AND DRAINAGE. 7. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED SIGNS AND PAVEMENT PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED SIGNS AND PAVEMENT MARKINGS. 8. THREE WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR MUST CONTACT THE PA THREE WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR MUST CONTACT THE PA ONE CALL SYSTEM, INC., PHONE 1-800-242-1776, SERIAL NUMBER ________________, FOR , FOR FOR MAXATAWNY TOWNSHIP, BERKS COUNTY. 9. ANTICIPATED AVERAGE DAILY TRAFFIC (ADT) FOR THE PROPOSED ACCESS ON T-828 IS: ANTICIPATED AVERAGE DAILY TRAFFIC (ADT) FOR THE PROPOSED ACCESS ON T-828 IS: CARS 88 ;SINGLE UNIT TRUCKS AND COMBINATIONS 0. 88 ;SINGLE UNIT TRUCKS AND COMBINATIONS 0. ;SINGLE UNIT TRUCKS AND COMBINATIONS 0. 0. . 10. ANTICIPATED DAILY TRIPS FOR THE PROPOSED ACCESS ON T-828 IS: ANTICIPATED DAILY TRIPS FOR THE PROPOSED ACCESS ON T-828 IS: CARS 176 ;SINGLE UNIT TRUCKS AND COMBINATIONS 0. 176 ;SINGLE UNIT TRUCKS AND COMBINATIONS 0. ;SINGLE UNIT TRUCKS AND COMBINATIONS 0. 0. . 11. SR 1024: SR 1024: DISTANCE TO THE NEAREST INTERSECTION IS: 3,079 FT. RIGHT, 1,785 FT. LEFT. 3,079 FT. RIGHT, 1,785 FT. LEFT. RIGHT, 1,785 FT. LEFT. 1,785 FT. LEFT. LEFT. . DISTANCE TO THE NEAREST OPPOSITE DRIVEWAY IS: 674 FT. RIGHT, 1,346 FT. LEFT. 674 FT. RIGHT, 1,346 FT. LEFT. RIGHT, 1,346 FT. LEFT. 1,346 FT. LEFT. LEFT. . DISTANCE TO THE NEAREST ADJACENT DRIVEWAY IS: 477 FT. RIGHT, 1,396 FT. LEFT. 477 FT. RIGHT, 1,396 FT. LEFT. RIGHT, 1,396 FT. LEFT. 1,396 FT. LEFT. LEFT. . 12. IF A TRAFFIC SIGNAL IS WITHIN 500 FEET OF THE SITE, CALL THE DISTRICT TRAFFIC IF A TRAFFIC SIGNAL IS WITHIN 500 FEET OF THE SITE, CALL THE DISTRICT TRAFFIC ENGINEER AT LEAST 3 DAYS PRIOR TO WORK. 13. THIS PERMIT MAY BE RESTRICTED ON WORKING HOURS AND TIMES FOR HOLIDAYS, 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. 14. THE PERMITTEE'S CONTRACTOR SHALL SAWCUT AND REMOVE SHOULDER MATERIAL AS THE PERMITTEE'S CONTRACTOR SHALL SAWCUT AND REMOVE SHOULDER MATERIAL AS NECESSARY TO ENSURE THE PAVEMENT REPLACEMENT IS ADJACENT TO THE FULL-DEPTH PAVEMENT OF THE TRAVEL LANE. 15. FINAL APPROVAL OF THE PROPOSED SAWCUT LOCATION WILL BE AT THE DISCRETION OF 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. 16. THE PROPOSED PAVEMENT SECTION MUST BE AS INDICATED ON THE PLAN, OR MATCH THE THE PROPOSED PAVEMENT SECTION MUST BE AS INDICATED ON THE PLAN, OR MATCH THE EXISTING AS FOUND IN THE FIELD, WHICHEVER IS GREATER. 17. PRIOR TO AN OVERLAY, BITUMINOUS OR CONCRETE BASE REPAIR OR JOINT REPLACEMENT 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. 18. ALL EXISTING PAVEMENT MARKINGS WHICH ARE NO LONGER APPROPRIATE SHALL BE ALL EXISTING PAVEMENT MARKINGS WHICH ARE NO LONGER APPROPRIATE SHALL BE ERADICATED BY THE PERMITTEE. THE PERMITTEE SHALL PLACE ALL REQUIRED NEW PAVEMENT MARKINGS. 19. ALL PAVEMENT MARKINGS OTHER THAN LONGITUDINAL LINE TO BE HOT THERMOPLASTIC ALL PAVEMENT MARKINGS OTHER THAN LONGITUDINAL LINE TO BE HOT THERMOPLASTIC (PENNDOT PUBLICATION 111, TC-8600). 20. MATCH EXISTING PAVEMENT MARKINGS AT THE LIMITS OF WORK. MATCH EXISTING PAVEMENT MARKINGS AT THE LIMITS OF WORK. 21. MATERIAL CERTIFICATION MUST BE PROVIDED, BY AN APPROVED MANUFACTURER LISTED 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. 22. ALL PROPOSED PEDESTRIAN FACILITIES REFLECTED ON THESE PLANS, INCLUDING THOSE 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, SHALL BE CONSTRUCTED TO COMPLY WITH THE REQUIREMENTS OF THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY ASSEMBLY 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. 23. ALL SLOPE MEASUREMENTS WILL BE INSPECTED/VERIFIED BY A 2-FOOT SMART LEVEL. ALL SLOPE MEASUREMENTS WILL BE INSPECTED/VERIFIED BY A 2-FOOT SMART LEVEL. 24. THE RESPONSIBILITY FOR ENSURING THAT ALL UTILITY POLES WITHIN THE PROPOSED THE RESPONSIBILITY FOR ENSURING THAT ALL UTILITY POLES WITHIN THE PROPOSED PAVING ARE RELOCATED OUTSIDE OF PAVED AREAS AND SHOULDERS SHALL BE THAT OF THE PERMITTEE. THE UTILITY POLES MUST BE RELOCATED BEFORE THE START OF ANY PAVING OPERATIONS. 25. THE PERMITTEE IS RESPONSIBLE FOR THE COORDINATION OF RELOCATING ANY THE PERMITTEE IS RESPONSIBLE FOR THE COORDINATION OF RELOCATING ANY CONFLICTING UTILITIES WHICH ARE A RESULT OF THESE IMPROVEMENTS. 26. ALL UTILITY RELOCATION PERMITS TAKE PRECEDENCE OVER THE UTILITY RELOCATION ALL UTILITY RELOCATION PERMITS TAKE PRECEDENCE OVER THE UTILITY RELOCATION POSITIONS SHOWN ON THE HOP PLANS. 27. THE PERMITTEE (MUNICIPALITY) SHALL BE RESPONSIBLE FOR MAINTAINING THE THE PERMITTEE (MUNICIPALITY) SHALL BE RESPONSIBLE FOR MAINTAINING THE VEGETATIVE GROWTH IN SUCH A MANNER THAT DOES NOT RESTRICT SIGHT DISTANCE. SEE OTHER NOTE TITLED "SIGHT TRIANGLE NOTE" FOR ADDITIONAL INFORMATION.

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MAINTENANCE AND PROTECTION OF TRAFFIC (MPT) NOTES:

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1. THIS WORK CONSISTS OF THE MAINTENANCE AND PROTECTION OF TRAFFIC AND THE 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. 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, CURRENT EDITION. 3. REMOVE THESE DEVICES IMMEDIATELY UPON COMPLETION OF THE WORK. PENNDOT WILL 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 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 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 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 BY IN NEW OR LIKE NEW CONDITION. ALL SIGNS AND DEVICES TO BE MAINTAINED BY IN NEW OR LIKE NEW CONDITION. 8. DRIVEWAYS WILL BE KEPT ACCESSIBLE AT ALL TIMES. LOCATE ALL SIGNS SO THAT 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 ALL CHANNELIZING DEVICES, BARRICADES, AND SIGNS SHALL HAVE TYPE III OR BETTER PRISMATIC RETROFLECTIVE SHEETING. SHEETING SHALL BE APPROVED AND LISTED IN PENNDOT PUBLICATION 35 (BULLETING 15). 10. NO TRAFFIC RESTRICTIONS OR LANE CLOSURES ARE PERMITTED BETWEEN 6:00 AM AND 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 EMERGENCY AUTHORITIES (E.G., POLICE, FIRE, MEDICAL), PERMITTEE SHALL NOTIFY EMERGENCY AUTHORITIES (E.G., POLICE, FIRE, MEDICAL), AFFECTED BUSINESS, 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 MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE PATA DRAWING(S) PATA 107, PATA 109-B, AND PATA 109-H IN THE CURRENT PUBLICATION 213, "TEMPORARY TRAFFIC CONTROL GUIDELINES." 13. DROPOFFS CREATED BY CONSTRUCTION OPERATIONS SHALL BE TREATED CONSISTENT WITH 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 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 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 INTERSECTION WITHOUT THE NOTIFY THE LOCAL MUNICIPALITY WHERE SIGNALIZED INTERSECTION WITHOUT THE MUNICIPALITY PLACING THE SIGNAL ON FLASH. 17. THE CONTRACTOR SHALL COMPLY WITH ACT 229 OF DECEMBER 2002 DURING THE CONTRACTOR SHALL COMPLY WITH ACT 229 OF DECEMBER 2002 DURING CONSTRUCTION ACTIVITIES WITHIN PENNDOT'S RIGHT-OF-WAY.

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TABULATION OF SEGMENT EQUALITIES

AutoCAD SHX Text SR 1024 SEGMENT 0052 OFFSET 1650 = STATION 02+39.00 SEGMENT 0054 OFFSET 0000 = STATION 06+00.00

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GENERAL NOTES SHEET

AutoCAD SHX Text THE PENNDOT LEGAL RIGHT-OF-WAY INFORMATION WAS OBTAINED FROM CORRESPONDENCE FROM PENNDOT DISTRICT 5-0 ARCHIVE OFFICE, VERIFYING A RIGHT-OF-WAY WIDTH OF 33 FEET. SUPPLEMENTAL PLAN REFERENCES THAT ARE ADJACENT SEGEMENTS TO THE PROPOSED SECTION OF WORK WERE OBTAINED FROM PENNDOT DISTRICT 5-0 ARCHIVE OFFICE - CONSTRUCTION PLANS FOR LEGISLATIVE ROUTE 06136 SECTION 2, DATED DECEMBER 12, 1961, AND FROM CONSTRUCTION PLANS FOR LEGISLATIVE ROUTE 06136 SECTION 04M, DATED JUNE 26, 1980, AS ESTABLISHED BY PLANS RECORDED IN BOOK 128 PAGE 5 AND BOOK-I PAGES 257 AND 259. ALL PROPERTIES ARE PLOTTED FROM DEEDS OF RECORD, RECORDED SUBDIVISION OR LOT PLANS, OR FROM FIELD SURVEY. PROPERTY LINES WERE SURVEYED ONLY WHEN DETERMINED NECESSARY BY THE PROFESSIONAL LAND SURVEYOR RESPONSIBLE FOR THE PROJECT. PROPERTY LINES NOT ESTABLISHED BY FIELD SURVEY WERE PLOTTED BASED ON EXISTING TOPOGRAPHICAL FEATURES AND LIMITED FIELD DATA. THE HORIZONTAL CONTROL IS BASED ON PENNSYLVANIA COORDINATE SYSTEM, SOUTH ZONE, NORTH AMERICAN DATUM (NAD) 1983 (2011). THE VERTICAL SURVEY INFORMATION IS BASED UPON NAVD 88.

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SIGHT TRIANGLE NOTE

AutoCAD SHX Text ALL SIGHT DISTANCE OBSTRUCTIONS (INCLUDING BUT NOT LIMITED TO EMBANKMENTS AND VEGETATION) SHALL BE REMOVED BY THE PERMITTEE TO PROVIDE A MINIMUM OF 243 FEET OF CONTINUOUS SIGHT DISTANCE TO THE LEFT AND 249 FEET OF CONTINUOUS SIGHT DISTANCE TO THE RIGHT FOR A DRIVER EXITING T828 (DEER RUN RD) ONTO THE STATE HIGHWAY. THE DRIVER MUST BE CONSIDERED TO BE POSITIONED 10 FEET FROM THE NEAR EDGE OF THE CLOSEST HIGHWAY THROUGH TRAVEL LANE AT AN EYE HEIGHT OF THREE FEET-SIX INCHES (3-6) ABOVE THE PAVEMENT SURFACE. THE POINT SIGHTED BY THE EXITING DRIVER SHALL BE THREE FEET-SIX INCHES (3-6) ABOVE THE PAVEMENT SURFACE LOCATED IN THE CENTER OF THE CLOSEST HIGHWAY TRAVEL LANE DESIGNATED FOR USE BY APPROACHING TRAFFIC. THIS SIGHT DISTANCE SHALL BE MAINTAINED BY THE PERMITTEE.

AutoCAD SHX Text 1/10/24

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DATE:

AutoCAD SHX Text Wyomissing, PA 19610

AutoCAD SHX Text 1011 North Park Road

AutoCAD SHX Text www.McCarthy-Engineering.com

AutoCAD SHX Text Pottstown, PA 19464

AutoCAD SHX Text 2500 East High Street

AutoCAD SHX Text Suite 100

AutoCAD SHX Text Suite 630

AutoCAD SHX Text Phone: 610.373.8001

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JM

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PROJECT MGR:

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ES

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DRAWN BY:

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JOB NO.:

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SHEET

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COUNTY

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ROUTE

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REVISIONS

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MAXATAWNY TOWNSHIP

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BERKS

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__ OF 12 OF 12

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HOP PLANS

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PROFESSIONAL

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REGISTERED

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ENGINEER

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PE-051494E

JAMES C. McCARTHY

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TYPICAL SECTIONS AND DETAILS SHEET

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DOUBLE

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YELLOW

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AutoCAD SHX Text 16.5'

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

EXISTING R/W

AutoCAD SHX Text 16.5'

AutoCAD SHX Text

EXISTING R/W

AutoCAD SHX Text

SLOPE VARIES

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GRASS

AutoCAD SHX Text 11'

AutoCAD SHX Text 5'

AutoCAD SHX Text

SOLID

AutoCAD SHX Text

WHITE

AutoCAD SHX Text

SLOPE VARIES

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

SR 1024 (LONG LANE RD) TYPICAL SECTION

AutoCAD SHX Text

SOLID

AutoCAD SHX Text

WHITE

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text 0.5'

AutoCAD SHX Text 0.5'

AutoCAD SHX Text 5'

AutoCAD SHX Text

WESTBOUND TRAVEL LANE

AutoCAD SHX Text

EASTBOUND TRAVEL LANE

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text 4.5%

AutoCAD SHX Text 2.0%

AutoCAD SHX Text

EDGE OF

AutoCAD SHX Text

PAVING

AutoCAD SHX Text

EDGE OF

AutoCAD SHX Text

PAVING

AutoCAD SHX Text 1/10/24

AutoCAD SHX Text

DATE:

AutoCAD SHX Text Wyomissing, PA 19610

AutoCAD SHX Text 1011 North Park Road

AutoCAD SHX Text www.McCarthy-Engineering.com

AutoCAD SHX Text Pottstown, PA 19464

AutoCAD SHX Text 2500 East High Street

AutoCAD SHX Text Suite 100

AutoCAD SHX Text Suite 630

AutoCAD SHX Text Phone: 610.373.8001

AutoCAD SHX Text

JM

AutoCAD SHX Text

PROJECT MGR:

AutoCAD SHX Text

ES

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text 240010.02

AutoCAD SHX Text

JOB NO.:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SHEET

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DISTRICT

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COUNTY

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ROUTE

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SECTION

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BY

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REVISION NUMBER

AutoCAD SHX Text

REVISIONS

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DATE

AutoCAD SHX Text

MAXATAWNY TOWNSHIP

AutoCAD SHX Text 5-0

AutoCAD SHX Text

BERKS

AutoCAD SHX Text

AutoCAD SHX Text

__ OF 12 OF 12

AutoCAD SHX Text

AutoCAD SHX Text

HOP PLANS

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PE-051494E

AutoCAD SHX Text JAMES C. McCARTHY

AutoCAD SHX Text

SR 1024

AutoCAD SHX Text NOT TO SCALE STATION 5+16.00 TO STATION 5+50.66 STATION 5+74.88 TO STATION 6+32.72 (INTERSECTING ROADWAY)

AutoCAD SHX Text 11'

AutoCAD SHX Text 16.5'

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

EXISTING R/W

AutoCAD SHX Text 16.5'

AutoCAD SHX Text

EXISTING R/W

AutoCAD SHX Text

SLOPE VARIES

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 11'

AutoCAD SHX Text 5'

AutoCAD SHX Text

SOLID

AutoCAD SHX Text

WHITE

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text 0.5'

AutoCAD SHX Text 0.5'

AutoCAD SHX Text 5'

AutoCAD SHX Text

WESTBOUND TRAVEL LANE

AutoCAD SHX Text

EASTBOUND TRAVEL LANE

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text 10.5%

AutoCAD SHX Text 4.0%

AutoCAD SHX Text

SR 1024

AutoCAD SHX Text

SR 1024 (LONG LANE RD) TYPICAL SECTION

AutoCAD SHX Text

NOT TO SCALE STATION 20+11.50 TO STATION 20+29.12

AutoCAD SHX Text

VARIES

AutoCAD SHX Text R/W

AutoCAD SHX Text 9'

AutoCAD SHX Text

SLOPE VARIES

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

T828 DEER RUN RD TYPICAL SECTION

AutoCAD SHX Text

TRAVEL LANE

AutoCAD SHX Text 5.4%- 6.2%

AutoCAD SHX Text

EDGE OF

AutoCAD SHX Text

PAVING

AutoCAD SHX Text

GRASS ISLAND

AutoCAD SHX Text

EDGE OF

AutoCAD SHX Text

PAVING

AutoCAD SHX Text

SLOPE VARIES

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text 7.6%

AutoCAD SHX Text 8.5%

AutoCAD SHX Text

NOT TO SCALE STATION 20+80.00 TO STATION 21+22.00

AutoCAD SHX Text

DOUBLE

AutoCAD SHX Text

YELLOW

AutoCAD SHX Text 11'

AutoCAD SHX Text 16.5'

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

EXISTING R/W

AutoCAD SHX Text 16.5'

AutoCAD SHX Text

EXISTING R/W

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

SLOPE VARIES

AutoCAD SHX Text

GRASS OR ASPHALT

AutoCAD SHX Text 11'

AutoCAD SHX Text 5.5'

AutoCAD SHX Text

SLOPE VARIES

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 5.5'

AutoCAD SHX Text

SOUTHBOUND TRAVEL LANE

AutoCAD SHX Text

NORTHBOUND TRAVEL LANE

AutoCAD SHX Text 3.3%- 3.4%

AutoCAD SHX Text

EDGE OF

AutoCAD SHX Text

PAVING

AutoCAD SHX Text

EDGE OF

AutoCAD SHX Text

PAVING

AutoCAD SHX Text

T828 DEER RUN RD

AutoCAD SHX Text

T828 DEER RUN RD TYPICAL SECTION

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

PAVING

AutoCAD SHX Text

(T828 DEER RUN RD

AutoCAD SHX Text 9'

AutoCAD SHX Text

SOUTHBOUND

AutoCAD SHX Text

TRAVEL LANE

AutoCAD SHX Text

NORTHBOUND

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

T828 DEER RUN RD COLLECTOR

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 0'-26'

AutoCAD SHX Text 11'

AutoCAD SHX Text

TRAVEL LANE

AutoCAD SHX Text

EDGE OF

AutoCAD SHX Text

PAVING

AutoCAD SHX Text

PAVING

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text 11'

AutoCAD SHX Text

SOUTHBOUND

AutoCAD SHX Text

TRAVEL LANE

AutoCAD SHX Text

NORTHBOUND

AutoCAD SHX Text

T828 DEER RUN RD

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

VARIES

AutoCAD SHX Text R/W

AutoCAD SHX Text

EDGE OF

AutoCAD SHX Text 4.0%-5.8%

AutoCAD SHX Text

SUPERPAVE ASPHALT MIXTURE WEARING LVL, 64-22, 19.0, 2 1/4" DEPTH (2014)

AutoCAD SHX Text

SURFACE TREATMENT, SEAL COAT, 1/2" DEPTH (2021)

AutoCAD SHX Text

SURFACE TREATMENT SEAL COAT, 0.38" DEPTH (2009)

AutoCAD SHX Text

BITUMINOUS WEARING COURSE, ID-2, 1 1/2" DEPTH

AutoCAD SHX Text

UNKNOWN BITUMINOUS WEARING COURSE, 2.5" DEPTH (1932)

AutoCAD SHX Text

NOT TO SCALE STATION 20+29.12 TO STATION 20+80.00

AutoCAD SHX Text

DOUBLE

AutoCAD SHX Text

YELLOW

AutoCAD SHX Text

VARIES

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

EXISTING R/W

AutoCAD SHX Text

EXISTING R/W

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

SLOPE VARIES

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

SLOPE VARIES

AutoCAD SHX Text

GRASS OR ASPHALT

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

SOUTHBOUND TRAVEL LANE

AutoCAD SHX Text

NORTHBOUND TRAVEL LANE

AutoCAD SHX Text 1.6%- 7.3%

AutoCAD SHX Text

EDGE OF

AutoCAD SHX Text

PAVING

AutoCAD SHX Text

EDGE OF

AutoCAD SHX Text

PAVING

AutoCAD SHX Text

T828 DEER RUN RD

AutoCAD SHX Text

T828 DEER RUN RD TYPICAL SECTION

AutoCAD SHX Text

EXISTING CONDITIONS

AutoCAD SHX Text

SCRATCH BITUMINOUS WEARING COURSE 1/2" DEPTH (1993)

AutoCAD SHX Text

UNKNOWN BASE COURSE, 2.5" DEPTH (1932)

AutoCAD SHX Text

SUPERPAVE MIXTURE WEARING LVL, 64-22, 19.0, 2 1/4" DEPTH (2014)

AutoCAD SHX Text

SURFACE TREATMENT, SEAL COAT, 1/2" DEPTH (2021)

AutoCAD SHX Text

SURFACE TREATMENT SEAL COAT, 0.38" DEPTH (2009)

AutoCAD SHX Text

BITUMINOUS WEARING COURSE, ID-2, 1 1/2" DEPTH

AutoCAD SHX Text

UNKNOWN BITUMINOUS WEARING COURSE, 2.5" DEPTH (1932)

AutoCAD SHX Text

SCRATCH BITUMINOUS WEARING COURSE 1/2" DEPTH (1993)

AutoCAD SHX Text

UNKNOWN BASE COURSE, 2.5" DEPTH (1932)

AutoCAD SHX Text

EDGE OF

AutoCAD SHX Text

PAVING

AutoCAD SHX Text

SUPERPAVE MIXTURE WEARING LVL, 64-22, 19.0, 2 1/4" DEPTH (2014)

AutoCAD SHX Text

SURFACE TREATMENT, SEAL COAT, 1/2" DEPTH (2021)

AutoCAD SHX Text

SURFACE TREATMENT SEAL COAT, 0.38" DEPTH (2009)

AutoCAD SHX Text

BITUMINOUS WEARING COURSE, ID-2, 1 1/2" DEPTH

AutoCAD SHX Text

UNKNOWN BITUMINOUS WEARING COURSE, 2.5" DEPTH (1932)

AutoCAD SHX Text

SCRATCH BITUMINOUS WEARING COURSE 1/2" DEPTH (1993)

AutoCAD SHX Text

UNKNOWN BASE COURSE, 2.5" DEPTH (1932)

AutoCAD SHX Text

SUPERPAVE ASPHALT MIXTURE WEARING LVL, 64-22, 19.0, 2 1/4" DEPTH (2014)

AutoCAD SHX Text

SURFACE TREATMENT, SEAL COAT, 1/2" DEPTH (2021)

AutoCAD SHX Text

SURFACE TREATMENT SEAL COAT, 0.38" DEPTH (2009)

AutoCAD SHX Text

BITUMINOUS WEARING COURSE, ID-2, 1 1/2" DEPTH

AutoCAD SHX Text

UNKNOWN BITUMINOUS WEARING COURSE, 2.5" DEPTH (1932)

AutoCAD SHX Text

SCRATCH BITUMINOUS WEARING COURSE 1/2" DEPTH (1993)

AutoCAD SHX Text

UNKNOWN BASE COURSE, 2.5" DEPTH (1932)

AutoCAD SHX Text

UNKNOWN BASE

AutoCAD SHX Text

UNKNOWN BASE

AutoCAD SHX Text

UNKNOWN BASE

AutoCAD SHX Text

UNKNOWN BASE

AutoCAD SHX Text

AND COLLECTOR RD)

AutoCAD SHX Text 2.6%- 4.8%

AutoCAD SHX Text 3.3%- 6.2%

AutoCAD SHX Text 2.4%- 4.8%

AutoCAD SHX Text 2.4%- 2.8%

2.2%- 4.4%

P:\10_Maxatawny Twp\2024\2-Deer Run Road\Design\CADD Files\P-HOP Cover & Notes.dwg

AutoCAD SHX Text

AutoCAD SHX Text

TYPICAL SECTIONS AND DETAILS SHEET

AutoCAD SHX Text 1/10/24

AutoCAD SHX Text

DATE:

AutoCAD SHX Text Wyomissing, PA 19610

AutoCAD SHX Text 1011 North Park Road

AutoCAD SHX Text www.McCarthy-Engineering.com

AutoCAD SHX Text Pottstown, PA 19464

AutoCAD SHX Text 2500 East High Street

AutoCAD SHX Text Suite 100

AutoCAD SHX Text Suite 630

AutoCAD SHX Text Phone: 610.373.8001

AutoCAD SHX Text

JM

AutoCAD SHX Text

PROJECT MGR:

AutoCAD SHX Text

ES

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text 240010.02

AutoCAD SHX Text

JOB NO.:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DISTRICT

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

ROUTE

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

BY

AutoCAD SHX Text

REVISION NUMBER

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

MAXATAWNY TOWNSHIP

AutoCAD SHX Text 5-0

AutoCAD SHX Text

BERKS

AutoCAD SHX Text

AutoCAD SHX Text

__ OF 12 OF 12

AutoCAD SHX Text

AutoCAD SHX Text

HOP PLANS

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PE-051494E

AutoCAD SHX Text JAMES C. McCARTHY

AutoCAD SHX Text NOT TO SCALE STATION 2+25.00 TO STATION 5+34.67 STATION 5+86.60 TO STATION 9+75.00 (GRASS SHOULDER)

AutoCAD SHX Text

DOUBLE

AutoCAD SHX Text

YELLOW

AutoCAD SHX Text 11'

AutoCAD SHX Text 16.5'

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

EXISTING R/W

AutoCAD SHX Text 16.5'

AutoCAD SHX Text

EXISTING R/W

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 11'

AutoCAD SHX Text 5'

AutoCAD SHX Text

SOLID

AutoCAD SHX Text

WHITE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

SR 1024 (LONG LANE RD) TYPICAL SECTION

AutoCAD SHX Text

SOLID

AutoCAD SHX Text

WHITE

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text 0.5'

AutoCAD SHX Text

0.5' SHOULDER

AutoCAD SHX Text 5'

AutoCAD SHX Text

WESTBOUND TRAVEL LANE

AutoCAD SHX Text

EASTBOUND TRAVEL LANE

AutoCAD SHX Text 4.5%

AutoCAD SHX Text 2.0%

AutoCAD SHX Text

SR 1024

AutoCAD SHX Text

NOT TO SCALE STATION 5+34.67 TO STATION 5+86.60 (INTERSECTING ROADWAY)

AutoCAD SHX Text

BROKEN

AutoCAD SHX Text

YELLOW

AutoCAD SHX Text 11'

AutoCAD SHX Text 16.5'

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

EXISTING R/W

AutoCAD SHX Text 16.5'

AutoCAD SHX Text

EXISTING R/W

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 11'

AutoCAD SHX Text 5'

AutoCAD SHX Text

BROKEN

AutoCAD SHX Text

WHITE

AutoCAD SHX Text

SOLID

AutoCAD SHX Text

WHITE

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text 0.5'

AutoCAD SHX Text

0.5' SHOULDER

AutoCAD SHX Text 5'

AutoCAD SHX Text

WESTBOUND TRAVEL LANE

AutoCAD SHX Text

EASTBOUND TRAVEL LANE

AutoCAD SHX Text 10.5%

AutoCAD SHX Text 4.0%

AutoCAD SHX Text

SR 1024

AutoCAD SHX Text

SR 1024 (LONG LANE RD) TYPICAL SECTION

AutoCAD SHX Text

NOT TO SCALE STATION 20+11.50 TO STATION 20+31.48

AutoCAD SHX Text

DOUBLE

AutoCAD SHX Text

YELLOW

AutoCAD SHX Text 11'

AutoCAD SHX Text 16.5'

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

EXISTING R/W

AutoCAD SHX Text 16.5'

AutoCAD SHX Text

EXISTING R/W

AutoCAD SHX Text

SLOPE VARIES

AutoCAD SHX Text

GRASS OR ASPHALT

AutoCAD SHX Text 11'

AutoCAD SHX Text 5.5'

AutoCAD SHX Text

SLOPE VARIES

AutoCAD SHX Text

GRASS OR ASPHALT

AutoCAD SHX Text 5.5'

AutoCAD SHX Text

SOUTHBOUND TRAVEL LANE

AutoCAD SHX Text

NORTHBOUND TRAVEL LANE

AutoCAD SHX Text 2.5%-6.6%

AutoCAD SHX Text

EDGE OF

AutoCAD SHX Text

PAVING

AutoCAD SHX Text

EDGE OF

AutoCAD SHX Text

PAVING

AutoCAD SHX Text

T828 DEER RUN RD

AutoCAD SHX Text

T828 DEER RUN RD TYPICAL SECTION

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

PAVING

AutoCAD SHX Text (T828)

AutoCAD SHX Text

2A STONE SUBBASE DESIGN, COMPACTED, 12"

AutoCAD SHX Text

WELL COMPACTED SUBGRADE

AutoCAD SHX Text

EXISTING PAVING

AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 3 TO <30 MILLION ESALS, 9.5MM MIXTURE, 1.5" DEPTH, MATCH EXISTING SRL-H

AutoCAD SHX Text

PENNDOT SHOULDER AND T828 PAVING SECTION

AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 3 TO <30 MILLION EASALS, 9.5MM MIXTURE, 1.5", MATCH EXISTING SRL-H

AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 3 TO <30 MILLION EASALS, 19.0MM MIXTURE, 2.5"

AutoCAD SHX Text

2A STONE SUBBASE DESIGN, COMPACTED, 12"

AutoCAD SHX Text

PROPOSED CONDITIONS

AutoCAD SHX Text

EDGE OF

AutoCAD SHX Text

PAVING

AutoCAD SHX Text

SUPERPAVE ASPHALT MIXTURE WEARING LVL, 64-22, 19.0, 2 1/4" DEPTH (2014)

AutoCAD SHX Text

SURFACE TREATMENT SEAL COAT, 0.38" DEPTH (2009)

AutoCAD SHX Text

BITUMINOUS WEARING COURSE, ID-2, 1 1/2" DEPTH

AutoCAD SHX Text

UNKNOWN BITUMINOUS WEARING COURSE, 2.5" DEPTH (1932)

AutoCAD SHX Text

SCRATCH BITUMINOUS WEARING COURSE 1/2" DEPTH (1993)

AutoCAD SHX Text

UNKNOWN BASE COURSE, 2.5" DEPTH (1932)

AutoCAD SHX Text

SUPERPAVE MIXTURE WEARING LVL, 64-22, 19.0, 2 1/4" DEPTH (2014)

AutoCAD SHX Text

SURFACE TREATMENT, SEAL COAT, 1/2" DEPTH (2021)

AutoCAD SHX Text

SURFACE TREATMENT SEAL COAT, 0.38" DEPTH (2009)

AutoCAD SHX Text

BITUMINOUS WEARING COURSE, ID-2, 1 1/2" DEPTH

AutoCAD SHX Text

UNKNOWN BITUMINOUS WEARING COURSE, 2.5" DEPTH (1932)

AutoCAD SHX Text

SCRATCH BITUMINOUS WEARING COURSE 1/2" DEPTH (1993)

AutoCAD SHX Text

UNKNOWN BASE COURSE, 2.5" DEPTH (1932)

AutoCAD SHX Text

EDGE OF

AutoCAD SHX Text

PAVING

AutoCAD SHX Text

SUPERPAVE ASPHALT MIXTURE WEARING LVL, 64-22, 19.0, 2 1/4" DEPTH (2014)

AutoCAD SHX Text

UNKNOWN BASE

AutoCAD SHX Text

SURFACE TREATMENT SEAL COAT, 0.38" DEPTH (2009)

AutoCAD SHX Text

BITUMINOUS WEARING COURSE, ID-2, 1 1/2" DEPTH

AutoCAD SHX Text

UNKNOWN BITUMINOUS WEARING COURSE, 2.5" DEPTH (1932)

AutoCAD SHX Text

SCRATCH BITUMINOUS WEARING COURSE 1/2" DEPTH (1993)

AutoCAD SHX Text

UNKNOWN BASE COURSE, 2.5" DEPTH (1932)

AutoCAD SHX Text

SUPERPAVE MIXTURE WEARING LVL, 64-22, 19.0, 2 1/4" DEPTH (2014)

AutoCAD SHX Text

SURFACE TREATMENT, SEAL COAT, 1/2" DEPTH (2021)

AutoCAD SHX Text

SURFACE TREATMENT SEAL COAT, 0.38" DEPTH (2009)

AutoCAD SHX Text

BITUMINOUS WEARING COURSE, ID-2, 1 1/2" DEPTH

AutoCAD SHX Text

UNKNOWN BITUMINOUS WEARING COURSE, 2.5" DEPTH (1932)

AutoCAD SHX Text

SCRATCH BITUMINOUS WEARING COURSE 1/2" DEPTH (1993)

AutoCAD SHX Text

UNKNOWN BASE COURSE, 2.5" DEPTH (1932)

AutoCAD SHX Text

UNKNOWN BASE

AutoCAD SHX Text

EDGE OF

AutoCAD SHX Text

PAVING

AutoCAD SHX Text

UNKNOWN BASE

AutoCAD SHX Text

UNKNOWN BASE

AutoCAD SHX Text

PROPOSED STONE BASE

AutoCAD SHX Text

SLOPE VARIES

AutoCAD SHX Text

SLOPE VARIES

AutoCAD SHX Text

SLOPE VARIES

AutoCAD SHX Text

PROPOSED WEARING COURSE

AutoCAD SHX Text

PROPOSED BINDER COURSE

AutoCAD SHX Text 2'

AutoCAD SHX Text

PROPOSED STONE BASE

AutoCAD SHX Text

PROPOSED WEARING COURSE

AutoCAD SHX Text

PROPOSED BINDER COURSE

AutoCAD SHX Text

ASPHALT RUBBER SEALING COMPOUND

AutoCAD SHX Text 2'

AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 3 TO <30 MILLION ESALS, 19.0MM MIXTURE, 2.5" DEPTH

AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO <30 MILLION ESALS, 25.0MM MIXTURE, 5" DEPTH

AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO <30 MILLION EASALS, 25.0MM MIXTURE, 5"

AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 3 TO <30 MILLION EASALS, 9.5MM MIXTURE, 1.5", MATCH EXISTING SRL-H

AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 3 TO <30 MILLION EASALS, 19.0MM MIXTURE, 2.5"

AutoCAD SHX Text

2A STONE SUBBASE DESIGN, COMPACTED, 12"

AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO <30 MILLION EASALS, 25.0MM MIXTURE, 5"

AutoCAD SHX Text

PROPOSED BASE COURSE

AutoCAD SHX Text

PROPOSED BASE COURSE

3.6%-6.6%

TO BE RELOCATED PER POSTMASTER

AutoCAD SHX Text

PROPOSED SAWCUTS

AutoCAD SHX Text

PROPOSED SAWCUT

AutoCAD SHX Text

PROPOSED 2' WIDE FULL DEPTH RESTORATION

AutoCAD SHX Text

EXISTING DY/4" TO BE REMOVED

AutoCAD SHX Text

SIGNS TO BE RELOCATED OR REMOVED -SEE SHEET 7

AutoCAD SHX Text

MB

AutoCAD SHX Text

MB

AutoCAD SHX Text

24" ELIP

AutoCAD SHX Text

SR 1024 (LONG LANE ROAD)

AutoCAD SHX Text

SR 1024 (LONG LANE ROAD)

AutoCAD SHX Text

DEER RUN ROAD

AutoCAD SHX Text

CONC WALL

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

PENNDOT LEGAL RIGHT-OF-WAY LINE

AutoCAD SHX Text

PENNDOT LEGAL RIGHT-OF-WAY LINE

AutoCAD SHX Text W/4"

AutoCAD SHX Text W/4"

AutoCAD SHX Text W/4"

AutoCAD SHX Text

DY/4"

AutoCAD SHX Text

DY/4"

AutoCAD SHX Text

DY/4"

AutoCAD SHX Text W/4"

AutoCAD SHX Text W/4"

AutoCAD SHX Text

DY/4"

AutoCAD SHX Text

2 STY DWLG

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

LINE OF SIGHT

AutoCAD SHX Text

LINE OF SIGHT

AutoCAD SHX Text 33'

AutoCAD SHX Text 33'

AutoCAD SHX Text

PENNDOT LEGAL RIGHT-OF-WAY LINE

AutoCAD SHX Text

PENNDOT LEGAL RIGHT-OF-WAY LINE

AutoCAD SHX Text 11'

AutoCAD SHX Text 11'

AutoCAD SHX Text 11'

AutoCAD SHX Text 11'

AutoCAD SHX Text

CONSTR B DEER RUN RD

AutoCAD SHX Text L

AutoCAD SHX Text

CONSTR SR 1024 SR 1024 SR 1024

AutoCAD SHX Text 21'

AutoCAD SHX Text 10'

AutoCAD SHX Text

MAILBOXES

AutoCAD SHX Text T828

AutoCAD SHX Text

TOWNSHIP LEGAL RIGHT-OF-WAY LINE

AutoCAD SHX Text 22'

AutoCAD SHX Text

EDGE OF PAVING

AutoCAD SHX Text

EDGE OF PAVING

AutoCAD SHX Text

EXISTING T828 CENTERLINE

AutoCAD SHX Text

EXISTING T828 CONNECTOR CENTERLINE

AutoCAD SHX Text 16.5'

AutoCAD SHX Text 16.5'

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

ZAK HELENSKE & MYA KERNER UPI 63-5455-00-44-8022 INSTRUMENT 2022040429

AutoCAD SHX Text

ZAK HELENSKE & MYA KERNER UPI 63-5455-00-44-8022 INSTRUMENT 2022040429

AutoCAD SHX Text THOMAS V. CHERRINGTON & KAREN G. CHERRINGTON UPI 63-5455-00-54-1333 DBV 1764 PG 1164

AutoCAD SHX Text

ADAM C. KRICK & KELLY L. KRICK UPI 63-5455-00-54-4320 INSTRUMENT 2014025032

AutoCAD SHX Text

AARON J. MOYER & KARA L. MOYER UPI 63-5455-00-53-4805 INSTRUMENT 2018041747

AutoCAD SHX Text NICHOLAS A. POLUCH & LINDA M. POLUCH UPI 63-5455-00-43-4403 INSTRUMENT 2019003990

AutoCAD SHX Text THOMAS V. CHERRINGTON & KAREN G. CHERRINGTON UPI 63-5455-00-54-1333 DBV 1764 PG 1164

AutoCAD SHX Text

ZAK HELENSKE & MYA KERNER UPI 63-5455-00-44-8022 INSTRUMENT 2022040429

AutoCAD SHX Text

ZAK HELENSKE & MYA KERNER UPI 63-5455-00-44-8022 INSTRUMENT 2022040429

AutoCAD SHX Text 33'

AutoCAD SHX Text

MATCH LINE 'A'

AutoCAD SHX Text

MATCH LINE 'A'

AutoCAD SHX Text

MATCH LINE 'B'

AutoCAD SHX Text

MATCH LINE 'B'

AutoCAD SHX Text

MATCH LINE 'C'

AutoCAD SHX Text

MATCH LINE 'C'

AutoCAD SHX Text

EXISTING LIGHTING FEATURES

AutoCAD SHX Text

EXISTING CONTOURS

AutoCAD SHX Text

EXISTING SPOT ELEVATION

AutoCAD SHX Text x 451.25

AutoCAD SHX Text

AutoCAD SHX Text

EXISTING CURB

AutoCAD SHX Text

EXISTING UTILITY POLE

AutoCAD SHX Text

EXISTING SIGNS

AutoCAD SHX Text

DC

AutoCAD SHX Text

UP

AutoCAD SHX Text

EXISTING EDGE OF PAVEMENT/SHOULDER

AutoCAD SHX Text

EXISTING PIPE/SIZE

AutoCAD SHX Text 18"

AutoCAD SHX Text

PENNDOT REQUIRED RIGHT-OF-WAY

AutoCAD SHX Text

SWL/4"

AutoCAD SHX Text

SINGLE WHITE LINE/WIDTH

AutoCAD SHX Text

DY/4"

AutoCAD SHX Text

DOUBLE YELLOW LINE/WIDTH

AutoCAD SHX Text

BWL/6"

AutoCAD SHX Text

BROKEN WHITE LINE/WIDTH

AutoCAD SHX Text

BDYL/6"

AutoCAD SHX Text

BROKEN DOUBLE YELLOW LINE/WIDTH

AutoCAD SHX Text

%%ULEGEND:

AutoCAD SHX Text

PAVEMENT TO BE REMOVED

AutoCAD SHX Text

PAVEMENT TO BE REPLACED FULL-DEPTH

AutoCAD SHX Text

GRASS AREA TO BE PAVED FULL-DEPTH

AutoCAD SHX Text

MILL AND OVERLAY

AutoCAD SHX Text

PROPOSED SAWCUT LINE

AutoCAD SHX Text Plot Date: 5/1/2026 1:49 PM P:\10_Maxatawny Twp\2024\2-Deer Run Road\Design\CADD Files\P-HOP Existing.dwg 5/1/2026 1:49 PM P:\10_Maxatawny Twp\2024\2-Deer Run Road\Design\CADD Files\P-HOP Existing.dwg P:\10_Maxatawny Twp\2024\2-Deer Run Road\Design\CADD Files\P-HOP Existing.dwg P:\10_Maxatawny Twp\2024\2-Deer Run Road\Design\CADD Files\P-HOP Existing.dwg

AutoCAD SHX Text 1/10/24

AutoCAD SHX Text

DATE:

AutoCAD SHX Text Wyomissing, PA 19610

AutoCAD SHX Text 1011 North Park Road

AutoCAD SHX Text www.McCarthy-Engineering.com

AutoCAD SHX Text Pottstown, PA 19464

AutoCAD SHX Text 2500 East High Street

AutoCAD SHX Text Suite 100

AutoCAD SHX Text Suite 630

AutoCAD SHX Text Phone: 610.373.8001

AutoCAD SHX Text

JM

AutoCAD SHX Text

PROJECT MGR:

AutoCAD SHX Text

ES

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text 240010.02

AutoCAD SHX Text

JOB NO.:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DISTRICT

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

ROUTE

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

BY

AutoCAD SHX Text

REVISION NUMBER

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

MAXATAWNY TOWNSHIP

AutoCAD SHX Text 5-0

AutoCAD SHX Text

BERKS

AutoCAD SHX Text

AutoCAD SHX Text

__ OF 12 OF 12

AutoCAD SHX Text

AutoCAD SHX Text

HOP PLANS

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PE-051494E

AutoCAD SHX Text JAMES C. McCARTHY

AutoCAD SHX Text

DEMOLITION PLAN

AutoCAD SHX Text POSTED 35MPH SPEED LIMIT GRADE = -0.3% SIGHT DISTANCE EXISTING = 639' REQUIRED = 249' 3,079' TO NEAREST INTERSECTION 477' TO NEAREST DRIVEWAY (ADJACENT) 674' TO NEAREST DRIVEWAY (OPPOSITE)

AutoCAD SHX Text POSTED 35MPH SPEED LIMIT GRADE = +1.7% SIGHT DISTANCE EXISTING = 255' REQUIRED = 243' 1,785' TO NEAREST INTERSECTION 1,396' TO NEAREST DRIVEWAY (ADJACENT) 1,346' TO NEAREST DRIVEWAY (OPPOSITE)

AutoCAD SHX Text

ROADWAY PLAN

AutoCAD SHX Text

SCALE: 1" = 25'

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 1" = 25'

AutoCAD SHX Text

AutoCAD SHX Text 25'

AutoCAD SHX Text 50'

AutoCAD SHX Text 75'

AutoCAD SHX Text

LIMIT OF WORK

AutoCAD SHX Text

STA 02+25.00 SR 1024 SEG 0052 OFF 1636 MAXATAWNY TOWNSHIP BERKS COUNTY

AutoCAD SHX Text

START WORK

AutoCAD SHX Text

STA 04+86.84 SR 1024 SEG 0052 OFF 1898 MAXATAWNY TOWNSHIP BERKS COUNTY

AutoCAD SHX Text

STOP WORK

AutoCAD SHX Text

STA 06+32.72 SR 1024 SEG 0054 OFF 0033 MAXATAWNY TOWNSHIP BERKS COUNTY

AutoCAD SHX Text

AutoCAD SHX Text

T828 DEER RUN RD STA 19+95.45 39.10'R

AutoCAD SHX Text

SR 1024 STA 06+00.00 SEG 0054 OFF 0000 MAXATAWNY TOWNSHIP BERKS COUNTY

AutoCAD SHX Text

EXISTING CONDITIONS

AutoCAD SHX Text

STOP WORK

AutoCAD SHX Text

STA 21+19.67 T828 MAXATAWNY TOWNSHIP BERKS COUNTY

AutoCAD SHX Text

T828 DEER RUN RD CONNECTOR STA 19+98.38 22.92'L

SR 1024 STA 05+37.55 SEG 0052 OFF 1949 MAXATAWNY TOWNSHIP BERKS COUNTY

SR 1024 (LONG LANE ROAD)

AutoCAD SHX Text 33'

AutoCAD SHX Text 11'

AutoCAD SHX Text

LINE OF SIGHT

AutoCAD SHX Text

JAN F. HORWATH & DARLENE E. HORWATH UPI 63-5455-00-43-3992 DBV 1951 PG 0589

AutoCAD SHX Text

RUSSELL M. SCHULLEY & CAROL C. SCHULLEY UPI 63-5455-00-45-6088 DBV 1815 PG 1052

AutoCAD SHX Text

MATCH LINE 'A'

AutoCAD SHX Text

MATCH LINE 'A'

AutoCAD SHX Text

EXISTING DY/4" TO BE REMOVED

AutoCAD SHX Text

SR 1024 (LONG LANE ROAD)

AutoCAD SHX Text W/4"

AutoCAD SHX Text

DY/4"

AutoCAD SHX Text W/4"

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

LINE OF SIGHT

AutoCAD SHX Text 33'

AutoCAD SHX Text

PENNDOT LEGAL RIGHT-OF-WAY LINE

AutoCAD SHX Text

PENNDOT LEGAL RIGHT-OF-WAY LINE

AutoCAD SHX Text 11'

AutoCAD SHX Text 11'

AutoCAD SHX Text

ZAK HELENSKE & MYA KERNER UPI 63-5455-00-44-8022 INSTRUMENT 2022040429

AutoCAD SHX Text

AARON J. MOYER & KARA L. MOYER UPI 63-5455-00-53-4805 INSTRUMENT 2018041747

AutoCAD SHX Text NICHOLAS A. POLUCH & LINDA M. POLUCH UPI 63-5455-00-43-4403 INSTRUMENT 2019003990

AutoCAD SHX Text

ZAK HELENSKE & MYA KERNER UPI 63-5455-00-44-8022 INSTRUMENT 2022040429

AutoCAD SHX Text

MATCH LINE 'B'

AutoCAD SHX Text

MATCH LINE 'B'

AutoCAD SHX Text

DEER RUN ROAD

AutoCAD SHX Text 21'

AutoCAD SHX Text T828

AutoCAD SHX Text

ADAM C. KRICK & KELLY L. KRICK UPI 63-5455-00-54-4320 INSTRUMENT 2014025032

AutoCAD SHX Text THOMAS G. HOTTENSTEIN & JUDY S. HOTTENSTEIN UPI 63-5455-00-54-4437 RBV 3507 PG 2388

AutoCAD SHX Text THOMAS V. CHERRINGTON & KAREN G. CHERRINGTON UPI 63-5455-00-54-1333 DBV 1764 PG 1164

AutoCAD SHX Text

MATCH LINE 'C'

AutoCAD SHX Text

MATCH LINE 'C'

AutoCAD SHX Text

EXISTING LIGHTING FEATURES

AutoCAD SHX Text

EXISTING CONTOURS

AutoCAD SHX Text

EXISTING SPOT ELEVATION

AutoCAD SHX Text x 451.25

AutoCAD SHX Text

AutoCAD SHX Text

EXISTING CURB

AutoCAD SHX Text

EXISTING UTILITY POLE

AutoCAD SHX Text

EXISTING SIGNS

AutoCAD SHX Text

DC

AutoCAD SHX Text

UP

AutoCAD SHX Text

EXISTING EDGE OF PAVEMENT/SHOULDER

AutoCAD SHX Text

EXISTING PIPE/SIZE

AutoCAD SHX Text 18"

AutoCAD SHX Text

PENNDOT REQUIRED RIGHT-OF-WAY

AutoCAD SHX Text

%%ULEGEND:

AutoCAD SHX Text Plot Date: 5/1/2026 1:49 PM P:\10_Maxatawny Twp\2024\2-Deer Run Road\Design\CADD Files\P-HOP Existing.dwg 5/1/2026 1:49 PM P:\10_Maxatawny Twp\2024\2-Deer Run Road\Design\CADD Files\P-HOP Existing.dwg P:\10_Maxatawny Twp\2024\2-Deer Run Road\Design\CADD Files\P-HOP Existing.dwg P:\10_Maxatawny Twp\2024\2-Deer Run Road\Design\CADD Files\P-HOP Existing.dwg

AutoCAD SHX Text 1/10/24

AutoCAD SHX Text

DATE:

AutoCAD SHX Text Wyomissing, PA 19610

AutoCAD SHX Text 1011 North Park Road

AutoCAD SHX Text www.McCarthy-Engineering.com

AutoCAD SHX Text Pottstown, PA 19464

AutoCAD SHX Text 2500 East High Street

AutoCAD SHX Text Suite 100

AutoCAD SHX Text Suite 630

AutoCAD SHX Text Phone: 610.373.8001

AutoCAD SHX Text

JM

AutoCAD SHX Text

PROJECT MGR:

AutoCAD SHX Text

ES

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text 240010.02

AutoCAD SHX Text

JOB NO.:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DISTRICT

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

ROUTE

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

BY

AutoCAD SHX Text

REVISION NUMBER

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

MAXATAWNY TOWNSHIP

AutoCAD SHX Text 5-0

AutoCAD SHX Text

BERKS

AutoCAD SHX Text

AutoCAD SHX Text

__ OF 12 OF 12

AutoCAD SHX Text

AutoCAD SHX Text

HOP PLANS

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PE-051494E

AutoCAD SHX Text JAMES C. McCARTHY

AutoCAD SHX Text

DEMOLITION PLAN

AutoCAD SHX Text

ROADWAY PLAN

AutoCAD SHX Text

SCALE: 1" = 25'

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 1" = 25'

AutoCAD SHX Text

AutoCAD SHX Text 25'

AutoCAD SHX Text 50'

AutoCAD SHX Text 75'

AutoCAD SHX Text

LIMIT OF WORK

AutoCAD SHX Text

STA 09+75.00 SR 1024 SEG 0054 OFF 0375 MAXATAWNY TOWNSHIP BERKS COUNTY

AutoCAD SHX Text

LIMIT OF WORK

AutoCAD SHX Text

STA 02+25.00 SR 1024 SEG 0052 OFF 1636 MAXATAWNY TOWNSHIP BERKS COUNTY

AutoCAD SHX Text

AutoCAD SHX Text

EXISTING CONDITIONS

AutoCAD SHX Text

LIMIT OF WORK

STA 25+81.00 T828 MAXATAWNY TOWNSHIP BERKS COUNTY

EXISTING LIGHTING FEATURES

AutoCAD SHX Text

%%ULEGEND:

AutoCAD SHX Text

EXISTING CONTOURS

AutoCAD SHX Text

EXISTING SPOT ELEVATION

AutoCAD SHX Text x 51.25

AutoCAD SHX Text

AutoCAD SHX Text

EXISTING CURB

AutoCAD SHX Text

EXISTING UTILITY POLE

AutoCAD SHX Text

EXISTING SIGNS

AutoCAD SHX Text

DC

AutoCAD SHX Text

UP

AutoCAD SHX Text

EXISTING EDGE OF PAVEMENT/SHOULDER

AutoCAD SHX Text

EXISTING PIPE/SIZE

AutoCAD SHX Text 18"

AutoCAD SHX Text

PENNDOT REQUIRED RIGHT-OF-WAY

AutoCAD SHX Text

MILL AND OVERLAY

AutoCAD SHX Text

FULL DEPTH PAVEMENT

AutoCAD SHX Text

PROPOSED ROAD SIGNAGE

AutoCAD SHX Text

MB

AutoCAD SHX Text

MB

AutoCAD SHX Text

24" ELIP

AutoCAD SHX Text

SR 1024 (LONG LANE ROAD)

AutoCAD SHX Text

SR 1024 (LONG LANE ROAD)

AutoCAD SHX Text

DEER RUN ROAD

AutoCAD SHX Text

CONC WALL

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

PENNDOT LEGAL RIGHT-OF-WAY LINE

AutoCAD SHX Text

PENNDOT LEGAL RIGHT-OF-WAY LINE

AutoCAD SHX Text W/4"

AutoCAD SHX Text W/4"

AutoCAD SHX Text W/4"

AutoCAD SHX Text

DY/4"

AutoCAD SHX Text

DY/4"

AutoCAD SHX Text W/4"

AutoCAD SHX Text W/4"

AutoCAD SHX Text

2 STY DWLG

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

LINE OF SIGHT

AutoCAD SHX Text

LINE OF SIGHT

AutoCAD SHX Text 33'

AutoCAD SHX Text 33'

AutoCAD SHX Text

PENNDOT LEGAL RIGHT-OF-WAY LINE

AutoCAD SHX Text

PENNDOT LEGAL RIGHT-OF-WAY LINE

AutoCAD SHX Text 11'

AutoCAD SHX Text 11'

AutoCAD SHX Text 11'

AutoCAD SHX Text 11'

AutoCAD SHX Text

CONSTR B DEER RUN RD

AutoCAD SHX Text L

AutoCAD SHX Text

CONSTR SR 1024 SR 1024 SR 1024

AutoCAD SHX Text 21'

AutoCAD SHX Text 10'

AutoCAD SHX Text

MAILBOXES

AutoCAD SHX Text T828

AutoCAD SHX Text

TOWNSHIP LEGAL RIGHT-OF-WAY LINE

AutoCAD SHX Text 22'

AutoCAD SHX Text

EDGE OF PAVING

AutoCAD SHX Text

EDGE OF PAVING

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

ZAK HELENSKE & MYA KERNER UPI 63-5455-00-44-8022 INSTRUMENT 2022040429

AutoCAD SHX Text

ZAK HELENSKE & MYA KERNER UPI 63-5455-00-44-8022 INSTRUMENT 2022040429

AutoCAD SHX Text THOMAS V. CHERRINGTON & KAREN G. CHERRINGTON UPI 63-5455-00-54-1333 DBV 1764 PG 1164

AutoCAD SHX Text

ADAM C. KRICK & KELLY L. KRICK UPI 63-5455-00-54-4320 INSTRUMENT 2014025032

AutoCAD SHX Text

AARON J. MOYER & KARA L. MOYER UPI 63-5455-00-53-4805 INSTRUMENT 2018041747

AutoCAD SHX Text NICHOLAS A. POLUCH & LINDA M. POLUCH UPI 63-5455-00-43-4403 INSTRUMENT 2019003990

AutoCAD SHX Text THOMAS V. CHERRINGTON & KAREN G. CHERRINGTON UPI 63-5455-00-54-1333 DBV 1764 PG 1164

AutoCAD SHX Text

ZAK HELENSKE & MYA KERNER UPI 63-5455-00-44-8022 INSTRUMENT 2022040429

AutoCAD SHX Text

ZAK HELENSKE & MYA KERNER UPI 63-5455-00-44-8022 INSTRUMENT 2022040429

AutoCAD SHX Text 33'

AutoCAD SHX Text R=20'

AutoCAD SHX Text R=20'

AutoCAD SHX Text 11'

AutoCAD SHX Text 11'

AutoCAD SHX Text 11'

AutoCAD SHX Text 11'

AutoCAD SHX Text 8.33'

AutoCAD SHX Text R=125'

AutoCAD SHX Text +31.48

AutoCAD SHX Text +60.42

AutoCAD SHX Text +19.67

AutoCAD SHX Text +28.83

AutoCAD SHX Text +28.57

AutoCAD SHX Text +86.84

AutoCAD SHX Text +32.72

AutoCAD SHX Text R=159.43'

AutoCAD SHX Text +05.35

AutoCAD SHX Text +24.33

AutoCAD SHX Text

MATCH LINE 'A'

AutoCAD SHX Text

MATCH LINE 'A'

AutoCAD SHX Text

MATCH LINE 'B'

AutoCAD SHX Text

MATCH LINE 'B'

AutoCAD SHX Text

MATCH LINE 'C'

AutoCAD SHX Text

MATCH LINE 'C'

AutoCAD SHX Text Plot Date: 5/1/2026 1:49 PM P:\10_Maxatawny Twp\2024\2-Deer Run Road\Design\CADD Files\P-HOP Proposed.dwg 5/1/2026 1:49 PM P:\10_Maxatawny Twp\2024\2-Deer Run Road\Design\CADD Files\P-HOP Proposed.dwg P:\10_Maxatawny Twp\2024\2-Deer Run Road\Design\CADD Files\P-HOP Proposed.dwg P:\10_Maxatawny Twp\2024\2-Deer Run Road\Design\CADD Files\P-HOP Proposed.dwg

AutoCAD SHX Text 1/10/24

AutoCAD SHX Text

DATE:

AutoCAD SHX Text Wyomissing, PA 19610

AutoCAD SHX Text 1011 North Park Road

AutoCAD SHX Text www.McCarthy-Engineering.com

AutoCAD SHX Text Pottstown, PA 19464

AutoCAD SHX Text 2500 East High Street

AutoCAD SHX Text Suite 100

AutoCAD SHX Text Suite 630

AutoCAD SHX Text Phone: 610.373.8001

AutoCAD SHX Text

JM

AutoCAD SHX Text

PROJECT MGR:

AutoCAD SHX Text

ES

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text 240010.02

AutoCAD SHX Text

JOB NO.:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DISTRICT

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

ROUTE

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

BY

AutoCAD SHX Text

REVISION NUMBER

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

MAXATAWNY TOWNSHIP

AutoCAD SHX Text 5-0

AutoCAD SHX Text

BERKS

AutoCAD SHX Text

AutoCAD SHX Text

__ OF 12 OF 12

AutoCAD SHX Text

AutoCAD SHX Text

HOP PLANS

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PE-051494E

AutoCAD SHX Text JAMES C. McCARTHY

AutoCAD SHX Text

PAVING PLAN

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 1" = 25'

AutoCAD SHX Text

AutoCAD SHX Text 25'

AutoCAD SHX Text 50'

AutoCAD SHX Text 75'

AutoCAD SHX Text

AutoCAD SHX Text POSTED 35MPH SPEED LIMIT GRADE = -0.3% SIGHT DISTANCE EXISTING = 639' REQUIRED = 249' 3,079' TO NEAREST INTERSECTION 477' TO NEAREST DRIVEWAY (ADJACENT) 674' TO NEAREST DRIVEWAY (OPPOSITE)

AutoCAD SHX Text POSTED 35MPH SPEED LIMIT GRADE = +1.7% SIGHT DISTANCE EXISTING = 255' REQUIRED = 243' 1,785' TO NEAREST INTERSECTION 1,396' TO NEAREST DRIVEWAY (ADJACENT) 1,346' TO…

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