3-231013 HOP Rev1 11-6-25.pdf

PDF 4 MB Posted Feb 16, 2026

Attached to: Storm Sewer Installation & Curb and Sidewalk Improvements
Solicitation number: Not on record
Issued by: York County, Pennsylvania

About this file

Written by GovTribe AI · Mar 3, 2026

This is a Highway Occupancy Permit (HOP) plan prepared by James R. Holley & Associates, Inc. for North York Borough in York County, Pennsylvania, as part of a 2024-2026 Community Development Block Grant (CDBG) project. The project encompasses storm sewer installation and improvements along North George Street (State Route 3065), Sigsbee Avenue, West Eighth Avenue, East Eighth Avenue, and West Ninth Avenue. Work includes installing storm sewer inlet tops, boxes, and manholes; laying storm sewer piping; replacing concrete curbing and sidewalks; constructing ADA-compliant curb ramps; and restoring a driveway apron. The project involves coordination with multiple utilities including Columbia Gas of Pennsylvania, Comcast, FirstEnergy Corp, Verizon North, and York Water Company. Sealed proposals will be received online through the PennBid program until 10:00 A.M. on Monday, March 9, 2026, at which time bids will be opened and summarized publicly. The Borough Engineer will recommend a contractor to Borough Council for award at a regularly scheduled council meeting.

The successful bidder must submit a bid bond or certified check equal to five percent of the bid amount and will be required to furnish performance and payment bonds each equal to one hundred percent of the contract price. This project is funded by the U.S. Department of Housing and Urban Development and is subject to the Davis-Bacon Act prevailing wage requirements and Section 3 of the Housing Act of 1968 provisions. The HOP plans specify compliance with multiple PennDOT publications and standards, including restrictions on traffic closures between 6:00 A.M. and 9:00 A.M. and 3:00 P.M. and 6:00 P.M. on weekdays. Contractors must conduct hydro-excavation at proposed pothole locations to verify utility depths before bidding and may need to relocate water and gas services to accommodate the storm sewer system installation. All work within the state highway right-of-way must follow PennDOT Publication 408 specifications and other applicable standards. No bid may be withdrawn for 60 days after the opening of bid proposals.

View the file

Other files

File	Type	Posted
1-06g - PWEVF.pdf	PDF	Feb 16, 2026
6-231013 Con Plan 06.pdf	PDF	Feb 16, 2026
5-NYB CDBG Bid Contract Documents 2-12-26.pdf	PDF	Feb 16, 2026
7-231013 Con Plan 06.pdf	PDF	Feb 16, 2026
2-05b -Sec. 3 Reqs and Forms.pdf	PDF	Feb 16, 2026
4-05a - Bid Proposal.pdf	PDF	Feb 16, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

L N

C EPOM

L Y

S N

N A

A E

N M

. B

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

DESIGNED/CK'D BY:

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text 717-846-4373 Fax 717-893-7124 Email: jrh@jrholley.com

AutoCAD SHX Text 18 South George Street York, PA 17401

AutoCAD SHX Text ssociates,Inc.

AutoCAD SHX Text A

AutoCAD SHX Text J

AutoCAD SHX Text ames R. Holley

AutoCAD SHX Text c

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

ENGINEERS PLANNERS SURVEYORS

AutoCAD SHX Text Z: 231013 / dwg / 231013_HOP.dwg

AutoCAD SHX Text 231013

AutoCAD SHX Text

HIGHWAY OCCUPANCY PERMIT (HOP) PLAN

AutoCAD SHX Text

FOR

AutoCAD SHX Text

NORTH YORK BOROUGH

AutoCAD SHX Text

2024-2026 CDBG PROJECT

AutoCAD SHX Text

STORM SEWER IMPROVEMENTS

AutoCAD SHX Text

NOTES & INFO, LOCATION MAP

AutoCAD SHX Text

NORTH YORK BOROUGH

AutoCAD SHX Text

YORK CO., PA

AutoCAD SHX Text

AutoCAD SHX Text 08/20/2025

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

LTE

AutoCAD SHX Text

JMB

AutoCAD SHX Text 2025 James R. Holley & Associates, Inc.

AutoCAD SHX Text UTILITY HOP PREPARED FOR: NORTH YORK BOROUGH 350 EAST SIXTH AVENUE YORK, PA 17404

AutoCAD SHX Text UTILITY NOTE: NORTH YORK BOROUGH TO HAVE A CONTRACTOR HYDRO-EXCAVATE AT THE PROPOSED POTHOLE LOCATIONS AFTER HOP APPROVAL IS RECEIVED AND BEFORE BIDDING THE PROJECT. POTHOLING MUST BE DONE TO VERIFY THE TYPICAL DEPTHS OF THE EXISTING WATER AND GAS MAINS AND SERVICES. A WORK SUPPLEMENT WILL THEN BE SUBMITTED TO PENNDOT TO SHOW THE FEASIBILITY OF THE STORM SEWER PROJECT IN RELATION TO THE EXISTING UTILITIES. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES ON SITE BEFORE THE INSTALLATION OF THE STORM SEWER SYSTEM. CONTRACTOR MAY NEED TO LOWER WATER AND/OR GAS SERVICES TO BE ABLE TO INSTALL THE STORM SEWER SYSTEM.

AutoCAD SHX Text GENERAL PERMIT NOTES 1. THE EXISTING SPEED LIMIT ON S.R. 3065 (NORTH GEORGE STREET) IS 25 M.P.H. THE EXISTING SPEED LIMIT ON S.R. 3065 (NORTH GEORGE STREET) IS 25 M.P.H. 2. THE RIGHT-OF-WAY IS FREE ACCESS. THE RIGHT-OF-WAY IS FREE ACCESS. 3. THE RIGHT-OF-WAY WIDTH IS 40 LF. PENNDOT IS RESPONSIBLE FROM CURB TO CURB. THE RIGHT-OF-WAY WIDTH IS 40 LF. PENNDOT IS RESPONSIBLE FROM CURB TO CURB. 4. ALL WORK IN PA STATE HIGHWAY RIGHT-OF-WAY IS TO BE PERFORMED CONSISTENT WITH THE FOLLOWING: ALL WORK IN PA STATE HIGHWAY RIGHT-OF-WAY IS TO BE PERFORMED CONSISTENT WITH THE FOLLOWING: 1.1. PENNDOT PUBLICATION 13M, DESIGN MANUAL PART 2 – HIGHWAY DESIGN PENNDOT PUBLICATION 13M, DESIGN MANUAL PART 2 – HIGHWAY DESIGN HIGHWAY DESIGN 1.2. PENNDOT PUBLICATION 34, APPROVED AGGREGATE PRODUCERS (BULLETIN 14) PENNDOT PUBLICATION 34, APPROVED AGGREGATE PRODUCERS (BULLETIN 14) 1.3. PENNDOT PUBLICATION 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15) PENNDOT PUBLICATION 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15) 1.4. PENNDOT PUBLICATION 41, PRODUCERS OF BITUMINUOUS MATERIALS (BULLETIN 41) PENNDOT PUBLICATION 41, PRODUCERS OF BITUMINUOUS MATERIALS (BULLETIN 41) 1.5. PENNDOT PUBLICATION 42, PRODUCERS OF READY-MIX CONCRETE (BULLETIN 42) PENNDOT PUBLICATION 42, PRODUCERS OF READY-MIX CONCRETE (BULLETIN 42) 1.6. PENNDOT PUBLICATION 46, TRAFFIC ENGINEERING MANUAL PENNDOT PUBLICATION 46, TRAFFIC ENGINEERING MANUAL 1.7. PENNDOT PUBLICATION 72M, STANDARDS FOR ROADWAY CONSTRUCTION PENNDOT PUBLICATION 72M, STANDARDS FOR ROADWAY CONSTRUCTION 1.8. PENNDOT PUBLICATION 111, PAVEMENT MARKINGS AND SIGNING STANDARDS PENNDOT PUBLICATION 111, PAVEMENT MARKINGS AND SIGNING STANDARDS 1.9. PENNDOT PUBLICATION 212, OFFICIAL TRAFFIC CONTROL DEVICES PENNDOT PUBLICATION 212, OFFICIAL TRAFFIC CONTROL DEVICES 1.10. PENNDOT PUBLICATION 213, TEMPORARY TRAFFIC CONTROL GUIDELINES PENNDOT PUBLICATION 213, TEMPORARY TRAFFIC CONTROL GUIDELINES 1.11. PENNDOT PUBLICATION 408, SPECIFICATIONS PENNDOT PUBLICATION 408, SPECIFICATIONS 2. THE DRIVEWAYS WILL BE RESTORED WITH TITLE 67, CHAPTER 441 REGULATIONS. THE DRIVEWAYS WILL BE RESTORED WITH TITLE 67, CHAPTER 441 REGULATIONS. 3. PA STATE HIGHWAY RIGHT-OF-WAY MAY NOT BE USED FOR PARKING UNLESS OTHERWISE APPROVED AND MARKED. PA STATE HIGHWAY RIGHT-OF-WAY MAY NOT BE USED FOR PARKING UNLESS OTHERWISE APPROVED AND MARKED. 4. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED STRUCTURES, FACILITIES AND DRAINAGE. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED STRUCTURES, FACILITIES AND DRAINAGE. 5. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED SIGNS AND PAVEMENT MARKINGS. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED SIGNS AND PAVEMENT MARKINGS. 10. CONTACT PENNSYLVANIA ONE-CALL (1-800-242-1776) THREE WORKING DAYS BEFORE EXCAVATION OR DEMOLITION WORK. SERIAL NUMBER 20250091676 FOR NORTH YORK BOROUGH. CONTACT PENNSYLVANIA ONE-CALL (1-800-242-1776) THREE WORKING DAYS BEFORE EXCAVATION OR DEMOLITION WORK. SERIAL NUMBER 20250091676 FOR NORTH YORK BOROUGH. 11. ANTICIPATED AVERAGE DAILY TRAFFIC (ADT) FOR THE PROPOSED ACCESS IS: ANTICIPATED AVERAGE DAILY TRAFFIC (ADT) FOR THE PROPOSED ACCESS IS: 12,501 CARS 375 SINGLE UNIT TRUCKS AND COMBINATIONS. ANTICIPATED DAILY TRIPS FOR THE PROPOSED ACCESS IS: 12,501 CARS 375 SINGLE UNIT TRUCKS AND COMBINATIONS 12. DISTANCE TO THE NEAREST INTERSECTION IS: WITHIN THE LIMITS OF WORK. DISTANCE TO THE NEAREST INTERSECTION IS: WITHIN THE LIMITS OF WORK. DISTANCE TO THE NEAREST TRAFFIC SIGNAL IS: SEVENTH AVENUE OR 120 LF. DISTANCE TO THE NEAREST OPPOSITE DRIVEWAY IS: WITHIN THE LIMITS OF WORK. DISTANCE TO THE NEAREST ADJACENT DRIVEWAY IS: WITHIN THE LIMITS OF WORK. 13. IF A TRAFFIC SIGNAL IS WITHIN 500 FEET OF THE SITE, CALL THE DISTRICT TRAFFIC ENGINEER AT 717-787-6653 AT LEAST 3 DAYS PRIOR TO THE START OF WORK. IF A TRAFFIC SIGNAL IS WITHIN 500 FEET OF THE SITE, CALL THE DISTRICT TRAFFIC ENGINEER AT 717-787-6653 AT LEAST 3 DAYS PRIOR TO THE START OF WORK. 14. 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. 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. 15. 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. 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. 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. 16. 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, 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. 17. THE PROPOSED PAVEMENT SECTION MUST BE AS INDICATED ON THE PLAN, OR MATCH THE EXISTING AS FOUND IN THE FIELD, WHICHEVER IS GREATER. THE PROPOSED PAVEMENT SECTION MUST BE AS INDICATED ON THE PLAN, OR MATCH THE EXISTING AS FOUND IN THE FIELD, WHICHEVER IS GREATER. 18. 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. 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. 19. PAVEMENT MARKINGS ARE PRESENT IN THE THE LIMITS OF WORK. MATCH EXISTING PAVEMENT MARKINGS AT THE LIMITS OF WORK. ALL PAVEMENT MARKING TO BE HOT THERMOPLASTIC (PENNDOT PUB. 111, TC-8600). PAVEMENT MARKINGS ARE PRESENT IN THE THE LIMITS OF WORK. MATCH EXISTING PAVEMENT MARKINGS AT THE LIMITS OF WORK. ALL PAVEMENT MARKING TO BE HOT THERMOPLASTIC (PENNDOT PUB. 111, TC-8600). 20. 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. 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. S PUBLICATION 35 (BULLETIN 15), FOR ALL MATERIALS AND STRUCTURES WITHIN PENNDOT RIGHT-OF-WAY. 21. THE PERMITTEE SHALL CONTACT THE COUNTY MAINTENANCE MANAGER AT THE TIME OF THE GUIDERAIL REMOVAL; ALL EXISTING GUIDERAIL TO BE REMOVED SHALL BE TRANSPORTED TO AND STORED AS PER THE DIRECTION FROM THE COUNTY THE PERMITTEE SHALL CONTACT THE COUNTY MAINTENANCE MANAGER AT THE TIME OF THE GUIDERAIL REMOVAL; ALL EXISTING GUIDERAIL TO BE REMOVED SHALL BE TRANSPORTED TO AND STORED AS PER THE DIRECTION FROM THE COUNTY HIGHWAY OCCUPANCY PERMIT OPERATIONS MANUAL MAINTENANCE MANAGER OR HIS REPRESENTATIVE. 22. 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, PUBLICALL 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, PUBLICRIGHT-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG) OF THE ACCESSIBILITY GUIDELINES OF BUILDINGS AND FACILITIES (ADAAG). PENNDOT DESIGN MANUAL PART 2, CHAPTER 6, AND PENNDOT STANDARDS FOR ROADWAY CONSTRUCTION (PENNDOT PUBLICATION 72M, RC-67M) PROVIDE GUIDANCE ON ADA ACCESSIBLE DESIGN FOR PEDESTRIAN FACILITIES AND CAN BE UTILIZED FOR REFERENCE. 23. ALL SLOPE MEASUREMENTS WILL BE INSPECTED/VERIFIED WITH A 2-FOOT SMART LEVEL. ALL SLOPE MEASUREMENTS WILL BE INSPECTED/VERIFIED WITH A 2-FOOT SMART LEVEL. 24. IT IS THE RESPONSIBILITY OF THE PERMITTEE TO REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND NEW STORM DRAINAGE FACILITIES WITHIN THE PROJECT LIMITS AT THE COMPLETION OF THE CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE PERMITTEE TO REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND NEW STORM DRAINAGE FACILITIES WITHIN THE PROJECT LIMITS AT THE COMPLETION OF THE CONSTRUCTION. 25. MODIFICAITONS TO EXISTING DRAINAGE STRUCTURES MAY RESULT IN THE NEED TO REPLACE THE STRUCTURE. REPLACEMENT WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-CHARGE. MODIFICAITONS TO EXISTING DRAINAGE STRUCTURES MAY RESULT IN THE NEED TO REPLACE THE STRUCTURE. REPLACEMENT WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-CHARGE. 26. STRUCTURAL STEEL BICYCLE SAFE GRATES MUST BE PROVIDED FOR ALL INLETS WITHIN THE ROADWAY PAVEMENT OF THOSE THAT MAY RECEIVE BICYCLE TRAFFIC (PENNDOT PUBLICATION 72M, RC-45M). STRUCTURAL STEEL BICYCLE SAFE GRATES MUST BE PROVIDED FOR ALL INLETS WITHIN THE ROADWAY PAVEMENT OF THOSE THAT MAY RECEIVE BICYCLE TRAFFIC (PENNDOT PUBLICATION 72M, RC-45M). 27. THE PERMITTEE IS RESPONSIBLE FOR THE COORDINATION OF RELOCATING ANY CONFLICTING UTILITIES WHICH ARE A RESULT OF THESE IMPROVEMENTS. THE PERMITTEE IS RESPONSIBLE FOR THE COORDINATION OF RELOCATING ANY CONFLICTING UTILITIES WHICH ARE A RESULT OF THESE IMPROVEMENTS. 28. ALL UTILITY RELOCATION PERMITS TAKE PRECEDENCE OVER THE UTILITY RELOCATION POSITIONS SHOWN ON THE HOP PLANS. ALL UTILITY RELOCATION PERMITS TAKE PRECEDENCE OVER THE UTILITY RELOCATION POSITIONS SHOWN ON THE HOP PLANS. 29. A LIST OF PUBLIC UTILITIES IN ACCORDANCE WITH ACT 287-1974 IS PROVIDED. A LIST OF PUBLIC UTILITIES IN ACCORDANCE WITH ACT 287-1974 IS PROVIDED. 30. THE RIGHT-OF-WAY INFORMATION FOR S.R. 3065 PROVIDED BY MATTHEW PROSSER, ENGINEERING TECHNICIAN, PENNDOT DISTRICT 8 DESIGN. PENNDOT CLAIMS TO ONLY MAINTAIN CURB-TO-CURB EXCEPT WHEN PLACING TRAFFIC SIGNS OUTSIDE OFTHE RIGHT-OF-WAY INFORMATION FOR S.R. 3065 PROVIDED BY MATTHEW PROSSER, ENGINEERING TECHNICIAN, PENNDOT DISTRICT 8 DESIGN. PENNDOT CLAIMS TO ONLY MAINTAIN CURB-TO-CURB EXCEPT WHEN PLACING TRAFFIC SIGNS OUTSIDE OFTHE CARTWAY.

AutoCAD SHX Text CONSTRUCTION NOTE: CONTRACTOR SHALL MATCH THE EXISTING CURB REVEAL AND/OR PROVIDE A MIN. 6" CURB HEIGHT WHERE FEASIBLE BY NOT CHANGING THE DRAINAGE CHARACTERISTICS BEHIND THE CURB. CONTRACTOR TO VERIFY WITH THE BOROUGH ENGINEER BEFORE BEGINNING CONSTRUCTION. CONTRACTOR SHALL VERIFY THE LOCATION AND EXTENT OF THE CURB, SIDEWALK, AND STORM SEWER IMPROVEMENTS WITH THE BOROUGH ENGINEER BEFORE BEGINNING CONSTRUCTION.

AutoCAD SHX Text

ACT 287 LISTING NORTH YORK BOROUGH

AutoCAD SHX Text

FACILITY OWNER

AutoCAD SHX Text

FACILITY ADDRESS

AutoCAD SHX Text

COLUMBIA GAS OF PA INC

AutoCAD SHX Text

501 TECHNOLOGY DR S POINTE INDUSTRIAL PARK CANONSBURG, PA 15317 1-800-242-1776

AutoCAD SHX Text

COMCAST OF SOUTHEASTERN PENNSYLVANIA

AutoCAD SHX Text

1050 E KING ST YORK PA 17403 1-800-242-1776

AutoCAD SHX Text

FIRSTENERGY CORP

AutoCAD SHX Text

76 S MAIN ST AKRON, OH 44308-1890 1-800-242-1776

AutoCAD SHX Text

NORTH YORK BOROUGH OF

AutoCAD SHX Text

350 EAST 6TH AVENUE YORK, PA 17404 1-800-242-1776

AutoCAD SHX Text

TEXAS EASTERN TRANSMISSION CORP.

AutoCAD SHX Text

1604 INDUSTRIAL DR. CARLISLE, PA 17013 717-249-4218

AutoCAD SHX Text

VERIZON NORTH

AutoCAD SHX Text

2201 EAST 30TH STREET ERIE, PA 16510 1-800-242-1776

AutoCAD SHX Text

YORK WATER COMPANY

AutoCAD SHX Text

130 E MARKET ST PO BOX 15089 YORK, PA 17405-5089 1-800-242-1776

AutoCAD SHX Text

EXISTING STREET INFORMATION

AutoCAD SHX Text

NAME/IDENTIFICATION

AutoCAD SHX Text

R.O.W. WIDTH

AutoCAD SHX Text

CARTWAY WIDTH

AutoCAD SHX Text

SPEED LIMIT

AutoCAD SHX Text

CLASSIFICATION

AutoCAD SHX Text

JURISDICTION

AutoCAD SHX Text

NORTH GEORGE STREET

AutoCAD SHX Text

AutoCAD SHX Text S.R. 3065

AutoCAD SHX Text

PADOT

AutoCAD SHX Text

SIGSBEE AVENUE

AutoCAD SHX Text

AutoCAD SHX Text Local Street

AutoCAD SHX Text

NORTH YORK BOROUGH

AutoCAD SHX Text

WEST EIGHTH AVENUE

AutoCAD SHX Text

AutoCAD SHX Text Local Street

AutoCAD SHX Text

NORTH YORK BOROUGH

AutoCAD SHX Text

EAST EIGHTH AVENUE

AutoCAD SHX Text

AutoCAD SHX Text Local Street

AutoCAD SHX Text

NORTH YORK BOROUGH

AutoCAD SHX Text

WEST NINTH AVENUE

AutoCAD SHX Text

AutoCAD SHX Text Local Street

AutoCAD SHX Text

NORTH YORK BOROUGH

AutoCAD SHX Text SHEET INDEX SHEET DESCRIPTION DESCRIPTION 1 HOP GENERAL NOTES & INFORMATION, LOCATION MAP HOP GENERAL NOTES & INFORMATION, LOCATION MAP 2 PROPOSED IMPROVEMENTS PLANS & PROFILES, CONSTRUCTION DETAILS PROPOSED IMPROVEMENTS PLANS & PROFILES, CONSTRUCTION DETAILS 3 CONSTRUCTION DETAILS & NOTES CONT. CONSTRUCTION DETAILS & NOTES CONT. 4 TRAFFIC CONTROL NOTES & DETAILS TRAFFIC CONTROL NOTES & DETAILS 5 TRAFFIC CONTROL NOTES & DETAILS CONT.TRAFFIC CONTROL NOTES & DETAILS CONT.

AutoCAD SHX Text A HIGHWAY OCCUPANCY PERMIT IS REQUIRED PURSUANT TO SECTION 420 OF THE ACT OF JUNE 1, 1945 (P.L. 1242, No. 428) KNOWN AS THE "STATE HIGHWAY LAW" BEFORE DRIVEWAY ACCESS OR MODIFICATION TO A STATE HIGHWAY IS PERMITTED.

AutoCAD SHX Text

%%USITE LOCATION MAP

AutoCAD SHX Text

SCALE: 1" = 2000'

AutoCAD SHX Text PERMITTED USE No. 21005227

AutoCAD SHX Text

AutoCAD SHX Text Project Site

AutoCAD SHX Text EXISTING UTILITIES SHOWN HEREON ARE GENERAL LOCATIONS AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES VIA THE PENNSYLVANIA ONE CALL SYSTEM, INC. (1-800-242-1776) TO HAVE ALL FACILITIES MARKED IN THE FIELD PRIOR TO CONSTRUCTION ACTIVITIES.

AutoCAD SHX Text Serial No.

AutoCAD SHX Text Date:

AutoCAD SHX Text Design Stage Notification

AutoCAD SHX Text

8-1-1 OR 1-800-242-1776

AutoCAD SHX Text

PA ONECALL SYSTEM

AutoCAD SHX Text

CONTACT:

AutoCAD SHX Text

DIG-DRILL-BLAST

AutoCAD SHX Text

BEFORE YOU

AutoCAD SHX Text 20250091676

AutoCAD SHX Text

JANUARY 9, 2025

AutoCAD SHX Text

PA ONECALL NOTE:

AutoCAD SHX Text

AutoCAD SHX Text 11/6/25

AutoCAD SHX Text

NO REVISIONS THIS SHEET

AutoCAD SHX Text

LTE

L N

C EPOM

L Y

S N

N A

A E

N M

. B

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text 1204-1206

AutoCAD SHX Text

AutoCAD SHX Text Ex. Parking Lot

AutoCAD SHX Text Ex. Pad

AutoCAD SHX Text Ex. Parking Lot

AutoCAD SHX Text West 8th Avenue

AutoCAD SHX Text Ex. Driveway

AutoCAD SHX Text North George Street (S.R. 3065)

AutoCAD SHX Text LIMITS OF WORK Segment 0020 Offset 970

AutoCAD SHX Text 10" Water MainOut of Service

AutoCAD SHX Text Sigsbee Avenue

AutoCAD SHX Text East 8th Avenue

AutoCAD SHX Text West 9th Avenue

AutoCAD SHX Text 4" Water MainOut of Service

AutoCAD SHX Text 12" Water MainIn Service

AutoCAD SHX Text Ex. Type C

AutoCAD SHX Text

PROP. F&G

AutoCAD SHX Text

PROP. F&G

AutoCAD SHX Text

PROP. DMH

AutoCAD SHX Text

PROP. TYPE C

AutoCAD SHX Text

PROP. TYPE C

AutoCAD SHX Text

PROP. TYPE C

AutoCAD SHX Text

PROP. MILL & OVERLAY OF LANE

AutoCAD SHX Text

PROP. MILL & OVERLAY OF LANE

AutoCAD SHX Text LIMITS OF WORK Segment 0020 Offset 1530

AutoCAD SHX Text

PROP. PAVEMENT RE-MARKING

AutoCAD SHX Text

PROP. PAVEMENT RE-MARKING

AutoCAD SHX Text Gas Main

AutoCAD SHX Text Gas Service

AutoCAD SHX Text Gas Main

AutoCAD SHX Text Water Service

AutoCAD SHX Text 12" Water Main

AutoCAD SHX Text

SIGSBEE AVENUE

AutoCAD SHX Text

WEST EIGHTH AVENUE

AutoCAD SHX Text 32' R/W

AutoCAD SHX Text 22' C/W

AutoCAD SHX Text UTILITY NOTE: CONTRACTOR MAY NEED TO LOWER WATER AND/OR GAS SERVICES TO INSTALL STORM SEWER COMPONENTS.

AutoCAD SHX Text

INV IN 390.40

AutoCAD SHX Text Gas Service

AutoCAD SHX Text Gas Main In Service

AutoCAD SHX Text Sanitary Sewer Main

AutoCAD SHX Text 10" Water MainOut of Service

AutoCAD SHX Text 12" Water MainIn Service

AutoCAD SHX Text 4" Water MainOut of Service

AutoCAD SHX Text Water Service

AutoCAD SHX Text 45' R/W

AutoCAD SHX Text

WEST NINTH AVENUE

AutoCAD SHX Text

EAST EIGHTH AVENUE

AutoCAD SHX Text

NORTH GEORGE STREET (S.R. 3065)

AutoCAD SHX Text 28' C/W

AutoCAD SHX Text 30' C/W

AutoCAD SHX Text 45' R/W

AutoCAD SHX Text UTILITY NOTE: CONTRACTOR MAY NEED TO LOWER WATER AND/OR GAS SERVICES TO INSTALL STORM SEWER COMPONENTS.

AutoCAD SHX Text

INV IN 389.71

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

DESIGNED/CK'D BY:

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text 717-846-4373 Fax 717-893-7124 Email: jrh@jrholley.com

AutoCAD SHX Text 18 South George Street York, PA 17401

AutoCAD SHX Text ssociates,Inc.

AutoCAD SHX Text A

AutoCAD SHX Text J

AutoCAD SHX Text ames R. Holley

AutoCAD SHX Text c

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

ENGINEERS PLANNERS SURVEYORS

AutoCAD SHX Text Z: 231013 / dwg / 231013_HOP.dwg

AutoCAD SHX Text 231013

AutoCAD SHX Text

HIGHWAY OCCUPANCY PERMIT (HOP) PLAN

AutoCAD SHX Text

FOR

AutoCAD SHX Text

NORTH YORK BOROUGH

AutoCAD SHX Text

2024-2026 CDBG PROJECT

AutoCAD SHX Text

STORM SEWER IMPROVEMENTS

AutoCAD SHX Text

PLAN & PROFILE, CONSTRUCTION DETAILS

AutoCAD SHX Text

NORTH YORK BOROUGH

AutoCAD SHX Text

YORK CO., PA

AutoCAD SHX Text

AutoCAD SHX Text 08/20/2025

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

LTE

AutoCAD SHX Text

JMB

AutoCAD SHX Text 2025 James R. Holley & Associates, Inc.

AutoCAD SHX Text 1 inch = 30 ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

STORM SEWER PIPE

AutoCAD SHX Text

AASHTO #57 AGGREGATE

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

12" MIN.

AutoCAD SHX Text

RESTORATION AS REQUIRED

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

%%UIN PAVED AREAS

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

%%URESTORATION DETAIL

AutoCAD SHX Text

THOROUGHLY COMPACTED 2A STONE

AutoCAD SHX Text

SEE PAVING SECTION DETAIL

AutoCAD SHX Text SPAV, WMA, WRG, PG 64E-22, 12.5 mm Mix, 3.0 to < 10.0 Million ESALs, SRL-E, Depth 2.0"< 10.0 Million ESALs, SRL-E, Depth 2.0" 10.0 Million ESALs, SRL-E, Depth 2.0"10.0 Million ESALs, SRL-E, Depth 2.0"

AutoCAD SHX Text

1. ALL METHODS AND MATERIAL SHALL BE IN ACCORDANCE WITH PADOT 408 ALL METHODS AND MATERIAL SHALL BE IN ACCORDANCE WITH PADOT 408 SPECIFICATIONS AND 67 PA CODE CHAPTER 459 REQUIREMENTS.

AutoCAD SHX Text

%%UPAVING SECTION DETAIL (WITHIN PADOT R/W)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

SAW CUT EXISTING BITUMINOUS SURFACE. SEAL ALL JOINTS

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

PAVING

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

8" 2A SUBBASE

AutoCAD SHX Text

2. THE RESTORATION AREA TO BE MILLED 2.0" DEPTH THEN OVERLAYED WITH 2.0" DEPTHTHE RESTORATION AREA TO BE MILLED 2.0" DEPTH THEN OVERLAYED WITH 2.0" DEPTHSUPERPAVE WMA WEARING COURSE OF 12.5MM MIX.

AutoCAD SHX Text SPAV, WMA, BNDR, PG 64S-22, 19.0 mm Mix, 3.0 to < 10.0 Million ESALs, Depth 3.0"< 10.0 Million ESALs, Depth 3.0" 10.0 Million ESALs, Depth 3.0"10.0 Million ESALs, Depth 3.0"

AutoCAD SHX Text SPAV, WMA, BASE, PG 64S-22, 25.0 mm Mix, 3.0 to < 10.0 Million ESALs, Depth 5.0" or < 10.0 Million ESALs, Depth 5.0" or 10.0 Million ESALs, Depth 5.0" or 10.0 Million ESALs, Depth 5.0" or match existing, whichever is greater

AutoCAD SHX Text

EX. PROPERTY LINE

AutoCAD SHX Text

EX. RIGHT-OF-WAY

AutoCAD SHX Text

EX. EASEMENT

AutoCAD SHX Text %%uLEGEND

AutoCAD SHX Text

EX. STORM SEWER (MANHOLE/CATCH BASIN)

AutoCAD SHX Text D

AutoCAD SHX Text

EX. SANITARY SEWER (MANHOLE)

AutoCAD SHX Text S

AutoCAD SHX Text

EX. ELECTRIC SERVICE & UTILITY POLE

AutoCAD SHX Text

EX. ELECTRIC & TELEPHONE SERVICE

AutoCAD SHX Text

EX. TELEPHONE SERVICE

AutoCAD SHX Text

EX. UNDERGROUND ELECTRIC SERVICE

AutoCAD SHX Text

EX. UNDERGROUND TELEPHONE SERVICE

AutoCAD SHX Text

EX. WATER SERVICE

AutoCAD SHX Text

EX. FENCE

AutoCAD SHX Text

EX. FORCE MAIN

AutoCAD SHX Text

EX. GAS SERVICE

AutoCAD SHX Text

EX. SANITARY LATERAL

AutoCAD SHX Text

EX. INDEX CONTOUR

AutoCAD SHX Text

EX. STRUCTURE (HOUSE, GARAGE, ETC.)

AutoCAD SHX Text

EX. FIRE HYDRANT

AutoCAD SHX Text

EX. WATER VALVE

AutoCAD SHX Text

EX. ELECTRIC, TELEPHONE, & CABLE SERVICE

AutoCAD SHX Text

PROP. STORM SEWER (MANHOLE / CATCH BASIN)

AutoCAD SHX Text

EX. CLEAN OUT

AutoCAD SHX Text

EX. WELL

AutoCAD SHX Text

EX. BUILDING SETBACK LINE

AutoCAD SHX Text

EX. INTERMEDIATE CONTOUR

AutoCAD SHX Text

DMH

AutoCAD SHX Text

PROPOSED ADA CURB RAMP

AutoCAD SHX Text

PROPOSED 4" THICK SIDEWALK

AutoCAD SHX Text

PROP. CURB

AutoCAD SHX Text

EX. CURB

AutoCAD SHX Text

EX. TRAFFIC SIGN

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

EX. GAS VALVE

AutoCAD SHX Text

AutoCAD SHX Text %%UImprovements Plan:

AutoCAD SHX Text

PROPOSED 6" THICK SIDEWALK

AutoCAD SHX Text

PROPOSED GRASS RESTORATION

AutoCAD SHX Text

PROPOSED MILL & OVERLAY

AutoCAD SHX Text

%%UPAVEMENT RESTORATION DETAIL WITHIN PADOT R/W

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

SAW CUT EX. ROAD AND HOT SEAL ALL JOINT/EDGES W/ 12" WIDE PG64S-22

AutoCAD SHX Text

EX. ROAD SURFACE

AutoCAD SHX Text 2.0" DEPTH, 12.5mm, SUPERPAVE WEARING, 64S-22, WMA, 3.0 TO < 10.0 Million ESAL'S 3.0" DEPTH, 19.0mm, SUPERPAVE BINDER, 64S-22, WMA, 3.0 TO < 10.0 Million ESAL'S 5.0" DEPTH OR MATCH EXISTING, WHICHEVER IS GREATER, 25.0mm, SUPERPAVE BASE, 64S-22, WMA, 3.0 TO < 10.0 Million ESAL'S APPLY TACK COAT BETWEEN ASPHALT PAVEMENT LAYERS

AutoCAD SHX Text

8" 2A STONE MINIMUM

AutoCAD SHX Text

PROP. CURB TO REPLACE EXISTING

AutoCAD SHX Text

6" CURB REVEAL (MAY VARY UP TO 8")

AutoCAD SHX Text

HOT SEAL JOINT WITH PG64S-22

AutoCAD SHX Text

18" MAX. (SIDEWALK & CURB REPLACED) 24" MAX. (AT HANDICAP RAMPS)

AutoCAD SHX Text

%%UNOTE

AutoCAD SHX Text

1. CURB REVEAL HEIGHT & SAW CUT WIDTH MAY VARY. 2. EXPOSED VERTICAL & HORIZONTAL SURFACES SHALL BE PREPARED AS PER PUB. 408, SECT. 413.3.G.

AutoCAD SHX Text

AutoCAD SHX Text 11/6/25

AutoCAD SHX Text

PER PENNDOT COMMENT LETTER DATED 9/9/25

C EPOM

L Y

S N

N A

A E

N M

. B

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

DESIGNED/CK'D BY:

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text 717-846-4373 Fax 717-893-7124 Email: jrh@jrholley.com

AutoCAD SHX Text 18 South George Street York, PA 17401

AutoCAD SHX Text ssociates,Inc.

AutoCAD SHX Text A

AutoCAD SHX Text J

AutoCAD SHX Text ames R. Holley

AutoCAD SHX Text c

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

ENGINEERS PLANNERS SURVEYORS

AutoCAD SHX Text Z: 231013 / dwg / 231013_HOP.dwg

AutoCAD SHX Text 231013

AutoCAD SHX Text

HIGHWAY OCCUPANCY PERMIT (HOP) PLAN

AutoCAD SHX Text

FOR

AutoCAD SHX Text

NORTH YORK BOROUGH

AutoCAD SHX Text

2024-2026 CDBG PROJECT

AutoCAD SHX Text

STORM SEWER IMPROVEMENTS

AutoCAD SHX Text

CONSTRUCTION DETAILS & NOTES CONT.

AutoCAD SHX Text

NORTH YORK BOROUGH

AutoCAD SHX Text

YORK CO., PA

AutoCAD SHX Text

AutoCAD SHX Text 08/20/2025

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

LTE

AutoCAD SHX Text

JMB

AutoCAD SHX Text 2025 James R. Holley & Associates, Inc.

AutoCAD SHX Text

AutoCAD SHX Text 11/6/25

AutoCAD SHX Text

NO REVISIONS THIS SHEET

L N

C EPOM

L Y

S N

N A

A E

N M

. B

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

DESIGNED/CK'D BY:

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text 717-846-4373 Fax 717-893-7124 Email: jrh@jrholley.com

AutoCAD SHX Text 18 South George Street York, PA 17401

AutoCAD SHX Text ssociates,Inc.

AutoCAD SHX Text A

AutoCAD SHX Text J

AutoCAD SHX Text ames R. Holley

AutoCAD SHX Text c

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

ENGINEERS PLANNERS SURVEYORS

AutoCAD SHX Text Z: 231013 / dwg / 231013_HOP.dwg

AutoCAD SHX Text 231013

AutoCAD SHX Text

HIGHWAY OCCUPANCY PERMIT (HOP) PLAN

AutoCAD SHX Text

FOR

AutoCAD SHX Text

NORTH YORK BOROUGH

AutoCAD SHX Text

2024-2026 CDBG PROJECT

AutoCAD SHX Text

STORM SEWER IMPROVEMENTS

AutoCAD SHX Text

TRAFFIC CONTROL NOTES & DETAILS

AutoCAD SHX Text

NORTH YORK BOROUGH

AutoCAD SHX Text

YORK CO., PA

AutoCAD SHX Text

AutoCAD SHX Text 08/20/2025

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

LTE

AutoCAD SHX Text

JMB

AutoCAD SHX Text 2025 James R. Holley & Associates, Inc.

AutoCAD SHX Text MAINTENANCE AND PROTECTION OF TRAFFIC (MPT) NOTES 1. THIS WORK CONSISTS OF THE MAINTENANCE AND PROTECTION OF TRAFFIC AND THE PROTECTION OF THE PUBLIC WHEN APPROACHING AND DEPARTING THE CONSTRUCTION AREA THIS WORK CONSISTS OF THE MAINTENANCE AND PROTECTION OF TRAFFIC AND THE PROTECTION OF THE PUBLIC WHEN APPROACHING AND DEPARTING THE CONSTRUCTION AREA AND WITHIN THE LIMITS OF CONSTRUCTION. 2. FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROL SIGNS AND DEVICES. MAINTAIN TRAFFIC DURING HOURS OF CONSTRUCTION AND AT ALL OTHER TIMES CONSISTENT WITH 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: 1.1. PENNDOT PUBLICATION 35; PENNDOT PUBLICATION 35; 1.2. PENNDOT PUBLICATION 46; PENNDOT PUBLICATION 46; 1.3. PENNDOT PUBLICATION 72M; PENNDOT PUBLICATION 72M; 1.4. PENNDOT PUBLICATION 111; PENNDOT PUBLICATION 111; 1.5. PENNDOT PUBLICATION 212; PENNDOT PUBLICATION 212; 1.6. PENNDOT PUBLICATION 213; PENNDOT PUBLICATION 213; 1.7. PENNDOT PUBLICATION 236; PENNDOT PUBLICATION 236; 1.8. PENNDOT PUBLICATION 408; AND PENNDOT PUBLICATION 408; AND 1.9. MUTCD, CURRENT EDITION. MUTCD, CURRENT EDITION. 3. REMOVE THESE DEVICES IMMEDIATELY UPON COMPLETION OF THE WORK. PENNDOT WILL REMOVE ANY TRAFFIC CONTROL DEVICES ERECTED BY DEPARTMENT FORCES. REMOVE THESE DEVICES IMMEDIATELY UPON COMPLETION OF THE WORK. PENNDOT WILL REMOVE ANY TRAFFIC CONTROL DEVICES ERECTED BY DEPARTMENT FORCES. 4. PERMITTEE MUST ARRANGE FOR INSPECTION OF ALL TRAFFIC CONTROL DEVICES PRIOR TO START OF WORK. PERMITTEE MUST ARRANGE FOR INSPECTION OF ALL TRAFFIC CONTROL DEVICES PRIOR TO START OF WORK. 5. COVER OR REMOVE ALL CONFLICTING SIGNS AND ERADICATE ALL CONFLICTING PAVEMENT MARKINGS. COVER OR REMOVE ALL CONFLICTING SIGNS AND ERADICATE ALL CONFLICTING PAVEMENT MARKINGS. 6. MOUNT ALL LONG-TERM ADVANCE WARNING SIGNS ON TYPE III BARRICADES UNLESS OTHERWISE NOTED OR INSTRUCTED BY DISTRICT OFFICE. MOUNT ALL LONG-TERM ADVANCE WARNING SIGNS ON TYPE III BARRICADES UNLESS OTHERWISE NOTED OR INSTRUCTED BY DISTRICT OFFICE. 7. ALL SIGNS AND DEVICES TO BE MAINTAINED IN NEW OR LIKE NEW CONDITION. ALL SIGNS AND DEVICES TO BE MAINTAINED IN NEW OR LIKE NEW CONDITION. 8. DRIVEWAYS WILL BE KEPT ACCESSIBLE AT ALL TIMES. LOCATE ALL SIGNS SO THAT SIGHT DISTANCES WILL NOT BE OBSTRUCTED AT DRIVEWAYS AND LOCAL ROADS. DRIVEWAYS WILL BE KEPT ACCESSIBLE AT ALL TIMES. LOCATE ALL SIGNS SO THAT SIGHT DISTANCES WILL NOT BE OBSTRUCTED AT DRIVEWAYS AND LOCAL ROADS. 9. ALL CHANNELIZING DEVICES, BARRICADES, AND SIGNS SHALL HAVE TYPE III OR BETTER PRISMATIC RETROREFLECTIVE SHEETING. SHEETING SHALL BE APPROVED AND LISTED IN ALL CHANNELIZING DEVICES, BARRICADES, AND SIGNS SHALL HAVE TYPE III OR BETTER PRISMATIC RETROREFLECTIVE SHEETING. SHEETING SHALL BE APPROVED AND LISTED IN PENNDOT PUBLICATION 35 (BULLETIN 15). 10. NO TRAFFIC RESTRICTIONS OR LANE CLOSURES ARE PERMITTED BETWEEN 6:00 AM AND 9:00 AM AND BETWEEN 3:00 PM AND 6:00 PM MONDAYS THROUGH FRIDAYS OR ON LEGALNO 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 LEGALHOLIDAYS AND WEEKENDS ASSOCIATED WITH LEGAL HOLIDAYS. ALL RESTRICTIONS AND CLOSURES ARE TO BE REMOVED BY NOON ON THE DAY PRIOR TO THE LEGAL HOLIDAY. 11. PERMITTEE SHALL NOTIFY LOCAL EMERGENCY AUTHORITIES (E.G., POLICE, FIRE, MEDICAL), AFFECTED BUSINESSES, SCHOOL DISTRICT(S), THE GENERAL PUBLIC, THE DISTRICT PERMITPERMITTEE SHALL NOTIFY LOCAL EMERGENCY AUTHORITIES (E.G., POLICE, FIRE, MEDICAL), AFFECTED BUSINESSES, SCHOOL DISTRICT(S), THE GENERAL PUBLIC, THE DISTRICT PERMITMANAGER AND THE DISTRICT APRAS COORDINATOR AT LEAST FOURTEEN DAYS PRIOR TO ANY SIGNIFICANT TRAFFIC IMPACTS (E.G., LATERAL WIDTH RESTRICTIONS LESS THAN 16 FEET, DETOURS). 12. MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE PATA DRAWING(S) IN THE CURRENT PENNDOT PUBLICATION 213, MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE PATA DRAWING(S) IN THE CURRENT PENNDOT PUBLICATION 213, TERMPORARY TRAFFIC CONTROL GUIDELINES”. . 13. DROPOFFS CREATED BY CONSTRUCTION OPERATIONS SHALL BE TREATED CONSISTENT WITH PUBLICATION 408, SECTION 901.3(J). DROPOFFS CREATED BY CONSTRUCTION OPERATIONS SHALL BE TREATED CONSISTENT WITH PUBLICATION 408, SECTION 901.3(J). 14. REMOVE ALL SHORT-TERM WORK ZONE TRAFFIC CONTROL SIGNING UPON COMPLETION OF THAT DAY’S WORK PERIOD. REMOVE ALL SHORT-TERM WORK ZONE TRAFFIC CONTROL SIGNING UPON COMPLETION OF THAT DAY’S WORK PERIOD. S WORK PERIOD. 15. RESTRICTING TRAFFIC FLOW WITHIN THE WORK AREA SHALL BE MINIMIZED TO PREVENT TRAFFIC CONGESTION AND UNSAFE TRAFFIC CONDITIONS. RESTRICTING TRAFFIC FLOW WITHIN THE WORK AREA SHALL BE MINIMIZED TO PREVENT TRAFFIC CONGESTION AND UNSAFE TRAFFIC CONDITIONS. 16. NOTIFY THE LOCAL MUNICIPALITY WHERE SIGNALIZED INTERSECTIONS FALL WITHIN THE WORK ZONE. DO NOT FLAG A SIGNALIZED INTERSECTION WITHOUT THE MUNICIPALITY PLACINGNOTIFY THE LOCAL MUNICIPALITY WHERE SIGNALIZED INTERSECTIONS FALL WITHIN THE WORK ZONE. DO NOT FLAG A SIGNALIZED INTERSECTION WITHOUT THE MUNICIPALITY PLACINGTHE SIGNAL ON FLASH. 17. THE CONTRACTOR SHALL COMPLY WITH ACT 229 OF DECEMBER 2002 DURING CONSTRUCTION ACTIVITIES WITHIN PENNDOT’S RIGHT-OF-WAY.THE CONTRACTOR SHALL COMPLY WITH ACT 229 OF DECEMBER 2002 DURING CONSTRUCTION ACTIVITIES WITHIN PENNDOT’S RIGHT-OF-WAY.S RIGHT-OF-WAY.

AutoCAD SHX Text

AutoCAD SHX Text 11/6/25

AutoCAD SHX Text

NO REVISIONS THIS SHEET

C EPOM

L Y

S N

N A

A E

N M

. B

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

DESIGNED/CK'D BY:

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text 717-846-4373 Fax 717-893-7124 Email: jrh@jrholley.com

AutoCAD SHX Text 18 South George Street York, PA 17401

AutoCAD SHX Text ssociates,Inc.

AutoCAD SHX Text A

AutoCAD SHX Text J

AutoCAD SHX Text ames R. Holley

AutoCAD SHX Text c

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

ENGINEERS PLANNERS SURVEYORS

AutoCAD SHX Text Z: 231013 / dwg / 231013_HOP.dwg

AutoCAD SHX Text 231013

AutoCAD SHX Text

HIGHWAY OCCUPANCY PERMIT (HOP) PLAN

AutoCAD SHX Text

FOR

AutoCAD SHX Text

NORTH YORK BOROUGH

AutoCAD SHX Text

2024-2026 CDBG PROJECT

AutoCAD SHX Text

STORM SEWER IMPROVEMENTS

AutoCAD SHX Text

TRAFFIC CONTROL NOTES & DETAILS CONT.

AutoCAD SHX Text

NORTH YORK BOROUGH

AutoCAD SHX Text

YORK CO., PA

AutoCAD SHX Text

AutoCAD SHX Text 08/20/2025

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

LTE

AutoCAD SHX Text

JMB

AutoCAD SHX Text 2025 James R. Holley & Associates, Inc.

AutoCAD SHX Text

AutoCAD SHX Text 11/6/25

AutoCAD SHX Text

NO REVISIONS THIS SHEET

Sheets and Views

231013_HOP-01

Sheets and Views

231013_HOP-02

Sheets and Views

231013_HOP-03

Sheets and Views

231013_HOP-04

Sheets and Views

231013_HOP-05

File details come from the government source that posted it. Updated Mar 3, 2026.