HOP_plans_for_utility_installations.pdf

HIGHWAY OCCUPANCY PERMIT PLANS

FOR

UTILITY INSTALLATION

APPLICANT BUSINESS PARTNER ID NUMBER: **

S.R. 3003, SEGMENT 0010, OFFSET 921 TO SEGMENT 0020, OFFSET 248

NEWTON ROAD

LACKAWANNA COUNTY

SCRANTON, PA

APPLICATION NUMBER: 401584

LOCATION MAP

1-800-242-1776

SYSTEM, INC.

POCS SERIAL NUMBER

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES

3 WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE AND 10 WORKING

DAYS IN DESIGN STAGE - STOP CALL

N

20240653343

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MJC

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DATE:

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PROJECT DESIGNER:

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JOB NO.:

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TOTAL SHEETS

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DISTRICT

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COUNTY

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CITY

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ROUTE

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SECTION

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HOP

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LACKAWANNA

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GREENMAN-PEDERSEN, INC.

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AutoCAD SHX Text HIGHWAY OCCUPANCY PERMIT PLANS CITY OF SCRANTON UTILITY CROSSING SCRANTON, LACKAWANNA COUNTY, PA.

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REGISTERED

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PROFESSIONAL

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ENGINEER

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PE078670

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MATTHEW JOHN CHORBA

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SCRANTON

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DBA

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SCALE IN FEET

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PORTION OF SCRANTON U.S.G.S. TOPO. QUAD SCALE: 1" = 2,000'

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INDEX OF DRAWINGS

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COVER SHEET

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GENERAL NOTES

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EXISTING SITE PLAN

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PROPOSED OVERALL SITE PLAN

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PROPOSED SITE PLAN

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PROPOSED PROFILES

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TYPICAL SECTIONS

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DETAILS

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DETAILS

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MPT NOTES

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MPT FIGURES

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COVER SHEET

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PROJECT LOCATION

1-800-242-1776

SYSTEM, INC.

POCS SERIAL NUMBER

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES

3 WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE AND 10 WORKING

DAYS IN DESIGN STAGE - STOP CALL

20240653343

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DRAWN BY:

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MJC

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DATE:

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PROJECT DESIGNER:

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JOB NO.:

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GREENMAN-PEDERSEN, INC.

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COUNTY

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ROUTE

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SECTION

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SHEET NO.

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DISTRICT

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REVISION

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REVISIONS

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DATE

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NUMBER

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BY

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CITY OF SCRANTON

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LACKAWANNA

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REGISTERED

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PROFESSIONAL

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ENGINEER

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PE078670

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MATTHEW JOHN CHORBA

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DBA

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1. EQUITABLE OWNER/APPLICANT: EQUITABLE OWNER/APPLICANT: CITY OF SCRANTON 340 NORTH WASHINGTON AVE SCRANTON, PA 18503 2. ENGINEER: ENGINEER: GREENMAN-PEDERSEN, INC. 52 GLENMAURA NATIONAL BOULEVARD SUITE 302 SCRANTON, PA 18505 (570) 342-3700 342-3700 3. PROJECT: PROJECT: S.R. 3003 - NEWTON ROAD UTILITY CROSSING 4. THIS PROJECT IS A SINGLE PHASE PROJECT CROSSING NEWTON ROAD S.R. 3003. THIS PROJECT IS A SINGLE PHASE PROJECT CROSSING NEWTON ROAD S.R. 3003. 5. ALL WORK WITHIN PENNDOT RIGHT OF WAY SHALL BE ACCORDANCE WITH THE MOST CURRENT ALL WORK WITHIN PENNDOT RIGHT OF WAY SHALL BE ACCORDANCE WITH THE MOST CURRENT EDITION OF PUB. 408 IN REGARDS TO MATERIAL AND WORK. 6. ALL UTILITY INSTALLATION SHALL BE IN ACCORDANCE WITH PENNSYLVANIA ACT 121. ALL UTILITY INSTALLATION SHALL BE IN ACCORDANCE WITH PENNSYLVANIA ACT 121. 7. THE SOILS WITHIN THE LIMIT OF DISTURBANCE FOR THE PROJECT DO NOT HAVE HYDRIC THE SOILS WITHIN THE LIMIT OF DISTURBANCE FOR THE PROJECT DO NOT HAVE HYDRIC INCLUSIONS. 8. EXISTING TOPSOIL SHALL NOT BE REMOVED FROM THE PROJECT SITE. EXISTING TOPSOIL SHALL NOT BE REMOVED FROM THE PROJECT SITE. 9. THE CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, THE CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, ETC.) BEFORE COMMENCING WORK. GREENMAN-PEDERSEN, INC. SHALL BE NOTIFIED IMMEDIATELY IF A CONFLICT EXISTS. 10. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES IN UTILITY LINE LOCATIONS ARE FOUND. 11. THE CONTRACTOR SHALL CONTACT THE PENNSYLVANIA ONE-CALL NUMBER AT THE CONTRACTOR SHALL CONTACT THE PENNSYLVANIA ONE-CALL NUMBER AT 1-800-242-1776, THREE WORKING DAYS PRIOR TO THE START OF WORK TO HAVE ALL UTILITIES MARKED IN THE WORK AREA. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL UTILITY MARKINGS WITHIN THE PROJECT LIMITS FOR THE DURATION OF PROJECT. IF UTILITY MARKINGS ARE DESTROYED, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING PA-ONE CALL FOR MARKOUT. 12. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL HAVE EACH UTILITY OWNER VERIFY AND MARK THE LOCATIONS OF THEIR RESPECTIVE MAIN AND SERVICE LINES IN THE FIELD BEFORE THE START OF WORK. 13. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN EXISTING UTILITY THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN EXISTING UTILITY SERVICE. IN THE EVENT THAT THE CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR LATERAL, HE SHALL NOTIFY THE UTILITY OWNER IMMEDIATELY. ALL REPAIRS SHALL BE DIRECTED BY THE UTILITY OWNER AND SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 14. ALL CONTRACTORS SHALL COMPLY WITH ALL LOCAL BUILDING CODE REGULATIONS. THE ALL CONTRACTORS SHALL COMPLY WITH ALL LOCAL BUILDING CODE REGULATIONS. THE CONTRACTOR SHALL ALSO COMPLY WITH ALL SAFETY REQUIREMENTS OF ALL GOVERNING AUTHORITIES. 15. WHEN THE DEPTH OF TRENCH EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE WHEN THE DEPTH OF TRENCH EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE REQUIRED. IF THE MAXIMUM TRENCH DEPTH EXCEEDS 20 FEET, A SHORING DESIGN PER O.S.H.A. REGULATIONS SHALL BE USED. 16. THE CONTRACTOR SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT THE CONTRACTOR SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT ALL TIMES. 17. THE CONTRACTOR SHALL SAFEGUARD THE OWNER'S PROPERTY AND ADJACENT PROPERTIES THE CONTRACTOR SHALL SAFEGUARD THE OWNER'S PROPERTY AND ADJACENT PROPERTIES DURING CONSTRUCTION AND SHALL REPLACE ANY DAMAGED PROPERTY OF THE OWNER'S PROPERTY AND ADJACENT PROPERTIES TO THE ORIGINAL CONDITION. 18. THE CONTRACTOR SHALL REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND PROPOSED THE CONTRACTOR SHALL REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND PROPOSED STORM DRAINAGE FACILITIES WITHIN THE PROJECT LIMITS AT THE COMPLETION OF CONSTRUCTION. 19. OVERALL PROJECT LEGEND IS SHOWN ON THIS SHEET. OVERALL PROJECT LEGEND IS SHOWN ON THIS SHEET. VERALL PROJECT LEGEND IS SHOWN ON THIS SHEET. 20. DRAWING REFERENCES ARE FOR CONVENIENCE ONLY AND DO NOT LIMIT THE APPLICATION OF DRAWING REFERENCES ARE FOR CONVENIENCE ONLY AND DO NOT LIMIT THE APPLICATION OF THE DRAWING OR DETAIL. 21. CONTRACTOR SHALL PREPARE A PREPAREDNESS, PREVENTION, AND CONTINGENCY (PPC) PLAN CONTRACTOR SHALL PREPARE A PREPAREDNESS, PREVENTION, AND CONTINGENCY (PPC) PLAN IN ACCORDANCE WITH PA DEPARTMENT OF ENVIRONMENTAL PROTECTION REGULATIONS (IF REQUIRED). 22. ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL CONSTRUCTION AREAS IN A CONDITION THAT KEEPING ALL CONSTRUCTION AREAS IN A CONDITION THAT ALLOWS FOR SAFE MOVEMENT OF BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. 23. NEITHER THE PROFESSIONAL ACTIVITIES OF GREENMAN-PEDERSEN, INC., NOR THE PRESENCE NEITHER THE PROFESSIONAL ACTIVITIES OF GREENMAN-PEDERSEN, INC., NOR THE PRESENCE OF GREENMAN-PEDERSEN, INC. OR ITS EMPLOYEES AND SUB-CONSULTANTS AT A INC. OR ITS EMPLOYEES AND SUB-CONSULTANTS AT A PROJECT/CONSTRUCTION SITE SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. GREENMAN-PEDERSEN, INC., ITS EMPLOYEES, AND SUB-CONSULTANTS HAVE NO AUTHORITY OR EXERCISE ANY CONTROL OVER ANY CONSTRUCTION, CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOBSITE SAFETY. 24. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, WITHOUT FIRST IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, CONTRACTOR SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES, PENALTIES, COMPENSATION AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 25. DEBRIS SHALL NOT BE BURIED ON SITE. ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS DEBRIS SHALL NOT BE BURIED ON SITE. ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATE, COUNTY, AND LOCAL LAWS AND APPLICABLE CODES. 26. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL SOURCES AND DISPOSAL FACILITIES AT NO ADDITIONAL COST TO OWNER. 27. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES/COSTS ASSOCIATED WITH THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES/COSTS ASSOCIATED WITH THE BARRICADING AND/OR CLOSING AND RE-OPENING OF ANY AND ALL EXCAVATIONS DURING "DOWN TIME" AS REQUIRED BY ON-SITE INSPECTORS (PADEP, ENGINEER, OWNER, PENNDOT, ENGINEER, OWNER, PENNDOT, ETC.). 28. CONTRACTOR SHALL PROVIDE ALL BYPASS PUMPING REQUIRED TO MAINTAIN FLOW DURING CONTRACTOR SHALL PROVIDE ALL BYPASS PUMPING REQUIRED TO MAINTAIN FLOW DURING CONSTRUCTION. INCLUDED SHALL BE ALL PUMPS, PIPING, LABOR, MATERIAL, FUEL AND SHALL BE ALL PUMPS, PIPING, LABOR, MATERIAL, FUEL AND ACCESSORIES REQUIRED TO MAINTAIN BYPASS PUMPING AS NECESSARY AND/OR REQUIRED. 29. ANY EXISTING HAZARDOUS WASTE ENCOUNTERED IN THE PREPARATION OF THE PROJECT SITE ANY EXISTING HAZARDOUS WASTE ENCOUNTERED IN THE PREPARATION OF THE PROJECT SITE MUST BE REMOVED BY A LICENSED HAZARDOUS MATERIAL CONTRACTOR AND DISPOSED OF AT AN APPROVED FACILITY. 30. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL EROSION AND SEDIMENTATION THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE IMPLEMENTED FOR ANY EARTH DISTURBANCE IN ACCORDANCE WITH THE REQUIREMENTS OF THE PENNSYLVANIA CODE, TITLE 25, CHAPTER 102 - EROSION 25, CHAPTER 102 - EROSION AND SEDIMENT CONTROL. 31. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING PRIOR TO CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING MAINS AND SERVICES. 32. IF AN OPENING IS MADE IN A BITUMINOUS CONCRETE PAVEMENT WITHIN 3 FEET FROM THE IF AN OPENING IS MADE IN A BITUMINOUS CONCRETE PAVEMENT WITHIN 3 FEET FROM THE EDGE OF PAVEMENT OR OTHER LONGITUDINAL JOINT OR OPENING, THE SURFACE RESTORATION SHALL BE EXTENDED TO THE EDGE OF PAVEMENT OR OTHER LONGITUDINAL JOINT OR OPENING (67 PA. CODE, CHAPTER 459.8). 34. THE CONTRACTOR SHALL COORDINATE NOTIFICATIONS AND INSPECTION SCHEDULING WITH THE THE CONTRACTOR SHALL COORDINATE NOTIFICATIONS AND INSPECTION SCHEDULING WITH THE DISTRICT.

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%%UGENERAL NOTES

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%%UTRENCHING NOTE WITHIN RIGHT-OF-WAY

AutoCAD SHX Text AT THE END OF EACH WORKDAY, AN OPENING IN THE RIGHT-OF-WAY SHALL BE BACKFILLED TO THE BOTTOM ELEVATION OF THE PAVEMENT OR BASE COURSE, OR TO THE ORIGINAL SURFACE ELEVATION IF OUTSIDE THE PAVEMENT AND SHOULDER, AND PROTECTED UNDER CHAPTER 212 (RELATING TO WORK ZONE TRAFFIC CONTROL) AND AN APPROVED TRAFFIC CONTROL PLAN UNTIL THE SURFACE IS RESTORED TO ITS FORMER CONDITION. IF ANY PAVED SURFACE IS NOT RESTORED TO THE ORIGINAL SURFACE ELEVATION PRIOR TO THE END OF THE WORKDAY, THE WORK AREA MUST BE PROTECTED WITH AN APPROVED TRAFFIC CONTROL PLAN CONSISTENT WITH CHAPTER 212.

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%%UMILLING AND OVERLAY (1.5")

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SR 3003 - SEG 00**/OFFSET **** TO SEG ****/OFFSET ****

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%%UPAVEMENT MARKINGS

AutoCAD SHX Text PAVEMENT MARKINGS MUST BE REMARKED UPON COMPLETION OF MILL AND OVERLAY. PAVEMENT MARKINGS MUST MATCH EXISTING CONDITIONS AND FOLLOW PENNDOT PUB 111, TC-8600

AutoCAD SHX Text PENNDOT GENERAL NOTES 1. THE EXISTING SPEED LIMIT ON S.R. 3003 IS 25 M.P.H. THE EXISTING SPEED LIMIT ON S.R. 3003 IS 25 M.P.H. 2. THE RIGHT-OF-WAY IS FREE ACCESS. THE RIGHT-OF-WAY IS FREE ACCESS. 3. ALL WORK IN PA STATE HIGHWAY RIGHT-OF-WAY IS TO BE PERFORMED ALL WORK IN PA STATE HIGHWAY RIGHT-OF-WAY IS TO BE PERFORMED CONSISTENT WITH THE FOLLOWING: PENNDOT PUBLICATION 13M, DESIGN MANUAL PART 2 - HIGHWAY DESIGN HIGHWAY DESIGN PENNDOT PUBLICATION 34, APPROVED AGGREGATE PRODUCERS (BULLETIN 14) PENNDOT PUBLICATION 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15) PENNDOT PUBLICATION 41, PRODUCERS OF BITUMINUOUS MATERIALS (BULLETIN 41) PENNDOT PUBLICATION 42, PRODUCERS OF READY-MIX CONCRETE (BULLETIN 42) PENNDOT PUBLICATION 46, TRAFFIC ENGINEERING MANUAL PENNDOT PUBLICATION 72M, STANDARDS FOR ROADWAY CONSTRUCTION PENNDOT PUBLICATION 111, PAVEMENT MARKINGS AND SIGNING STANDARDS PENNDOT PUBLICATION 212, OFFICIAL TRAFFIC CONTROL DEVICES PENNDOT PUBLICATION 213, TEMPORARY TRAFFIC CONTROL GUIDELINES PENNDOT PUBLICATION 408, SPECIFICATIONS PENNDOT PUBLICATION 888, STORMWATER CONTROL MEASURES MANUAL PENNDOT PUBLICATION 584, PENNDOT DRAINAGE MANUAL 4. DETAILS, OTHER THAN THOSE INDICATED, ARE ON THE FOLLOWING STANDARD DRAWINGS: DETAILS, OTHER THAN THOSE INDICATED, ARE ON THE FOLLOWING STANDARD DRAWINGS: REFERENCE RC-28M (LATEST EDITION) OVERLAY TRANSITIONS AND PAVING NOTCHES REFERENCE TC-8600 (LATEST EDITION) FOR PAVEMENT MARKINGS 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, FACILITIES AND DRAINAGE. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED STRUCTURES, FACILITIES AND DRAINAGE. 7. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED SIGNS AND PAVEMENT MARKINGS. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED SIGNS AND PAVEMENT MARKINGS. 8. CONTACT PENNSYLVANIA ONE-CALL (1-800-242-1776) THREE WORKING DAYS BEFORE EXCAVATION OR DEMOLITION WORK. CONTACT PENNSYLVANIA ONE-CALL (1-800-242-1776) THREE WORKING DAYS BEFORE EXCAVATION OR DEMOLITION WORK. SERIAL NUMBER FOR CITY OF SCRANTON. FOR CITY OF SCRANTON. FOR CITY OF SCRANTON. 9. IF A TRAFFIC SIGNAL IS WITHIN 500 FEET OF THE SITE, CALL THE DISTRICT TRAFFIC ENGINEER AT AT LEAST 3 DAYS PRIOR IF A TRAFFIC SIGNAL IS WITHIN 500 FEET OF THE SITE, CALL THE DISTRICT TRAFFIC ENGINEER AT AT LEAST 3 DAYS PRIOR TO THE START OF WORK. 10. THIS PERMIT MAY BE RESTRICTED ON WORKING HOURS AND TIMES FOR HOLIDAYS, WEEKENDS, AND SPECIAL OR THIS PERMIT MAY BE RESTRICTED ON WORKING HOURS AND TIMES FOR HOLIDAYS, WEEKENDS, AND SPECIAL OR UNFORESEEN EVENTS AND WILL REQUIRE APPROVAL FROM THE COUNTY OFFICE PRIOR TO WORKING DURING THESE PERIODS. 11. FINAL APPROVAL OF THE PROPOSED SAWCUT LOCATION WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-CHARGE AND FINAL APPROVAL OF THE PROPOSED SAWCUT LOCATION WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-CHARGE AND WILL BE CONFIRMED AT THE PRE-CONSTRUCTION MEETING. IF THE SAWCUT MUST BE LOCATED WITHIN A TRAVEL LANE, IT WILL BE NECESSARY TO MILL AND OVERLAY THE TRAVEL LANE TO PREVENT A JOINT IN A WHEEL PATH. 12. THE PROPOSED PAVEMENT SECTION MUST BE AS INDICATED ON THE PLAN, OR MATCH THE EXISTING AS FOUND IN THE THE PROPOSED PAVEMENT SECTION MUST BE AS INDICATED ON THE PLAN, OR MATCH THE EXISTING AS FOUND IN THE FIELD, WHICHEVER IS GREATER. 13. PRIOR TO AN OVERLAY, BITUMINOUS OR CONCRETE BASE REPAIR OR JOINT REPLACEMENT MAY BE REQUIRED. PRIOR TO AN OVERLAY, BITUMINOUS OR CONCRETE BASE REPAIR OR JOINT REPLACEMENT MAY BE REQUIRED. REPAIR/REPLACEMENT WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-CHARGE. 14. ALL EXISTING PAVEMENT MARKINGS WHICH ARE NO LONGER APPROPRIATE SHALL BE ERADICATED BY THE PERMITTEE. THE ALL EXISTING PAVEMENT MARKINGS WHICH ARE NO LONGER APPROPRIATE SHALL BE ERADICATED BY THE PERMITTEE. THE PERMITTEE SHALL PLACE ALL REQUIRED NEW PAVEMENT MARKINGS. 15. ALL PAVEMENT MARKINGS OTHER THAN LONGITUDINAL LINES TO BE HOT THERMOPLASTIC (PENNDOT PUBLICATION 111, ALL PAVEMENT MARKINGS OTHER THAN LONGITUDINAL LINES TO BE HOT THERMOPLASTIC (PENNDOT PUBLICATION 111, TC-8600). 16. MATCH EXISTING PAVEMENT MARKINGS AT THE LIMITS OF WORK. MATCH EXISTING PAVEMENT MARKINGS AT THE LIMITS OF WORK. 17. MATERIAL CERTIFICATION MUST BE PROVIDED, BY AN APPROVED MANUFACTURER LISTED IN THE DEPARTMENT’S PUBLICATION MATERIAL CERTIFICATION MUST BE PROVIDED, BY AN APPROVED MANUFACTURER LISTED IN THE DEPARTMENT’S PUBLICATION S PUBLICATION 35 (BULLETIN 15), FOR ALL MATERIALS AND STRUCTURES WITHIN PENNDOT RIGHT-OF-WAY. 18. IT IS THE RESPONSIBILITY OF THE PERMITTEE TO REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND NEW STORM 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. 19. 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. 20. LIST OF PUBLIC UTILITIES IN ACCORDANCE WITH ACT 287-1974 IS LOCATED ON THIS SHEET.LIST OF PUBLIC UTILITIES IN ACCORDANCE WITH ACT 287-1974 IS LOCATED ON THIS SHEET..

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%%UREFERENCE FOR PENNDOT LEGAL RIGHT-OF-WAY

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GENERAL NOTES

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LEGEND

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%%UITEM

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PROPERTY LINE

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MAJOR CONTOUR

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MINOR CONTOUR

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CURB

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INLET

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EDGE OF PAVEMENT

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OVERHEAD UTILITY LINES

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UTILITY POLE

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LEGEND

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PAVEMENT MARKING

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SIGN

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STORM PIPE

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SANITARY LINE

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SANITARY CLEAN OUT

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SANITARY MANHOLE

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WATERLINE

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SAN CO

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HYDRANT

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FULL DEPTH PAVE REPLACEMENT

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1.5" MILL AND OVERLAY

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AutoCAD SHX Text UTILITY LIST COMPANY: U S I C LOCATING SERVICES U S I C LOCATING SERVICES ADDRESS: 9045 N RIVER ROAD STE 300 INDIANAPOLIS, IN. 46240 9045 N RIVER ROAD STE 300 INDIANAPOLIS, IN. 46240 CONTACT: JEFFREY TRUMBOWER JEFFREY TRUMBOWER EMAIL: JeffTrumbower@usicllc.com JeffTrumbower@usicllc.com PHONE: 317-810-8254 317-810-8254 COMPANY: FRONTIER COMMUNICATIONS OF PA INC FRONTIER COMMUNICATIONS OF PA INC ADDRESS: 300E LAIRD ST WILKES BARRE, PA. 18702 300E LAIRD ST WILKES BARRE, PA. 18702 CONTACT: MICHAEL NAVICH MICHAEL NAVICH EMAIL: Michael.Navich@FTR.com Michael.Navich@FTR.com PHONE: 570-208-3375 570-208-3375 COMPANY: UGI UTILITIES INC UGI UTILITIES INC ADDRESS: 1 UGI DR WILKES BARRE, PA. 18711 1 UGI DR WILKES BARRE, PA. 18711 CONTACT: AMANDA NIXON AMANDA NIXON EMAIL: anixon@ugi.com anixon@ugi.com PHONE: 570-829-8874 570-829-8874 COMPANY: VERIZON PENNSYLVANIA LLC VERIZON PENNSYLVANIA LLC ADDRESS: 1026 HAY ST PITTSBURGH, PA. 15221 1026 HAY ST PITTSBURGH, PA. 15221 CONTACT: DEBORAH BARUM DEBORAH BARUM EMAIL: deborah.d.delia@verizon.com deborah.d.delia@verizon.com PHONE: 412-344-3901 412-344-3901 COMPANY: PPL ELECTRIC UTILITIES CORPORATION PPL ELECTRIC UTILITIES CORPORATION ADDRESS: 437 BLUE CHURCH RD PAXINOS, PA. 17860 437 BLUE CHURCH RD PAXINOS, PA. 17860 CONTACT: DOUG HAUPT DOUG HAUPT EMAIL: dlhaupt@pplweb.com dlhaupt@pplweb.com PHONE: 570-490-5684 570-490-5684 COMPANY: PENNSYLVANIA AMERICAN WATER PENNSYLVANIA AMERICAN WATER ADDRESS: 2500 SANITARY DR SCRANTON, PA. 18505 2500 SANITARY DR SCRANTON, PA. 18505 CONTACT: JEREMY HULL JEREMY HULL EMAIL: jeremy.hull@amwater.com jeremy.hull@amwater.com PHONE: 570-558-9958 570-558-9958 COMPANY: SCRANTON CITY OF SCRANTON CITY OF ADDRESS: 101 W POPLAR ST SCRANTON, PA. 18509 101 W POPLAR ST SCRANTON, PA. 18509 CONTACT: DEBORAH TORBA DEBORAH TORBA EMAIL: DTORBA@SCRANTONPA.GOV DTORBA@SCRANTONPA.GOV PHONE: 570-348-4180 EXT. 13 570-348-4180 EXT. 13 COMPANY: PENNSYLVANIA AMERICAN WATER PENNSYLVANIA AMERICAN WATER ADDRESS: 2699 STAFFORD AVE SCRANTON, PA. 18507 2699 STAFFORD AVE SCRANTON, PA. 18507 CONTACT: MARK BALOH MARK BALOH EMAIL: mark.baloh@amwater.com mark.baloh@amwater.com PHONE: 570-969-7501570-969-7501

PENNDOT LEGAL RIGHT-OF-WAY FOR S.R. 3003 (NEWTON ROAD) IS BASED ON THE FOLLOWING: THE LEGAL RIGHT-OF-WAY ON SR 3003, FORMERLY LR952, FROM STATION 108+00.00 TO STATION 204+50.00 IS 50 FEET, BASED ON COMMONWEALTH OF PENNSYLVANIA, DEPARTMENT OF TRANSPORTATION DRAWINGS FOR CONSTRUCTION AND CONDEMNATION OF RIGHT-OF-WAY OF ROUTE 952 SECTION 1, SIGNED BY THE GOVERNOR ON OCTOBER 18, 1938.

N

SCALE: 1" = 100'

0 200 300 400

1-800-242-1776

SYSTEM, INC.

POCS SERIAL NUMBER

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES

3 WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE AND 10 WORKING

DAYS IN DESIGN STAGE - STOP CALL

20240653343

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AutoCAD SHX Text N 41°06'37" E 71.18'

AutoCAD SHX Text N 57°46'26" W 110.14'

AutoCAD SHX Text S 39°50'33" W 91.38'

AutoCAD SHX Text S 68°05'11" E 113.08'

AutoCAD SHX Text S 56°58'14" E 82.50'

AutoCAD SHX Text N 33°02'01" E 200.00'

AutoCAD SHX Text S 33°02'01" W 200.00'

AutoCAD SHX Text N 56°58'14" W 82.50'

AutoCAD SHX Text S 56°58'14" E 82.50'

AutoCAD SHX Text N 33°02'01" E 200.00'

AutoCAD SHX Text S 33°02'01" W 200.00'

AutoCAD SHX Text N 56°58'14" W 82.50'

AutoCAD SHX Text N 32°21'35" E 300.00'

AutoCAD SHX Text N 32°21'35" E 105.21'

AutoCAD SHX Text N 32°21'35" E 154.79'

AutoCAD SHX Text N 57°20'25" W 429.00'

AutoCAD SHX Text N 57°20'25" W 505.77'

AutoCAD SHX Text N 58°18'25" W 312.42'

AutoCAD SHX Text S 57°20'25" E 103.20'

AutoCAD SHX Text N 32°21'35" E 75.55'

AutoCAD SHX Text 37.77' N32°21'35"E

AutoCAD SHX Text S 57°20'25" E 157.29'

AutoCAD SHX Text 154.58' N 57°20'25" W

AutoCAD SHX Text S3°36'25"E 46.13'

AutoCAD SHX Text S3°36'25"E 46.13'

AutoCAD SHX Text N 3°36'25" W 222.13'

AutoCAD SHX Text S 6°49'35" W 88.40'

AutoCAD SHX Text 23.61' S 3°36'25" E

AutoCAD SHX Text N 57°20'25" W 307.41'

AutoCAD SHX Text N 57°20'25" W 127.29'

AutoCAD SHX Text S 3°36'25" E 92.28'

AutoCAD SHX Text S 32°21'35" W 75.55'

AutoCAD SHX Text S 58°18'25" E 312.42'

AutoCAD SHX Text S 57°20'25" E 30.00'

AutoCAD SHX Text 37.77' S32°21'35"W

AutoCAD SHX Text S 57°20'25" E 154.58'

AutoCAD SHX Text N 57°20'25" W 103.20'

AutoCAD SHX Text S 3°37'39" E 14.01'

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36" HDPE

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24" HDPE

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36" CONC

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16" CONC

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16" CONC

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NEWTON ROAD S.R. 3003

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SPEED LIMIT 25 M.P.H.

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PRICE STREET

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N/F FILS-AIME JACKSON AND ANNE MERVEILLE 144.02-030-034 INSTR# 202207026

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N/F BRIAN P. CADUGAN AND LINDA J. CADUGAN 144.02-030-033 DB1301 PG257

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N/F SAPPHIRE BUTLER 144.02-030-031 INSTR#202313356

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N/F DAVID A. STRAUSSER AND SANDRA K. STRAUSSER 144.02-030-032 DB1013 PG134

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N/F ALBERT L. ROGERS AND RUTH ROGERS 144.02-030-004 DB468 PG440

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N/F CATHERINE REIF 144.02-030-003 DB233 PG202

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N/F KATHLEEN KUJAWSKI 144.02-030-002 DB233 PG202

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N/F KATHLEEN KUJAWSKI 144.02-030-001 DB1389 PG640

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N/F NEWTON ROAD REALTY LLC 144.02-010-023 INSTR# 202306465

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N/F MICHAEL J. WHARTON AND DENISE M. WHARTON 144.02-010-021 DB1394 PG454

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N/F NICOLE ROSENCRANS 144.02-010-020 INSTR#201609402

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N/F JOSEPH PEHANICK JR. AND DARLENE A. PEHANICK 144.02-010-019 DB1271 PG518

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CITY OF SCRANTON R.O.W.

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N/F NEWTON ROAD REALTY, LLC 144.02-010-013 INSTR# 202216171

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N/F NEWTON ROAD REALTY, LLC 144.02-010-017 INSTR# 202216171

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N/F NEWTON ROAD REALTY, LLC 144.02-010-012 INSTR# 202216171

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N/F SAMUEL F. VITRIS AND JACQUELINE R. VITRIS 144.02-010-016 DB897 PG244

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N/F NEWTON ROAD REALTY LLC 144.02-010-025 INSTR# 202206328

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N/F NEWTON ROAD REALTY, LLC 144.02-010-009 INSTR# 202216171

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N/F ALEXANDER J. LOTORTO AND ELIZABETH GLUNT 144.02-010-007 INSTR# 202108678

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N/F TERRY WACHHOLZ AND JESSICA MORAN 144.02-010-014 INSTR# 201714920

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N/F NEWTON ROAD REALTY, LLC 144.02-010-011 INSTR# 202216170

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N/F JOSEPH W. SMITH 144.02-010-010 DB 1311 PG 580

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N/F RANDY PHILLIPS 144.02-010-006 INSTR# 202123889

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N/F TODD A. GARVEY AND CAREY A. GARVEY 144.02-010-005 INSTR# 202405751

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N/F DEBRA NAPPI AND CARISSA NAPPI BURNSIDE 144.02-010-004 DB 1274 PG 837

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N/F JANES FORREST AND GAIL FORREST 144.02-010-003 DB 637 PG 400

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N/F JANES A FORREST AND GAIL M FORREST 144.02-010-002 DB 1363 PG 338

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N/F JANES A FORREST AND GAIL M FORREST 144.02-010-001 DB 312 PG 403

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N/F JANE VIAN 144.02-010-024 DB775 PG787

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N/F ANN MARIE KRINOCK 144.02-010-039 INSTR# 200700363

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N/F ZENOBIA S. MURPHY 144.02-010-038 INSTR# 202120288

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N/F CITY OF SCRANTON 144.02-010-025 INSTR# 202506607

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N/F CITY OF SCRANTON 144.02-010-025 INSTR# 202506607

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CITY OF SCRANTON R.O.W,

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CITY OF SCRANTON R.O.W,

AutoCAD SHX Text N 37°33'17" E 17.30'

AutoCAD SHX Text N 43°14'03" E 400.06'

AutoCAD SHX Text S 49°19'29" E 81.98'

AutoCAD SHX Text N 34°35'19" E 535.52'

AutoCAD SHX Text 14.29' N 55°24'43" W

AutoCAD SHX Text S 57°20'25" E 813.18'

AutoCAD SHX Text S 3°14'14" E 151.06'

AutoCAD SHX Text S 21°00'16" W 46.52'

AutoCAD SHX Text N 69°00'07" W 142.00'

AutoCAD SHX Text S 21°00'16" W 97.55'

AutoCAD SHX Text S 41°06'37" W 304.45'

AutoCAD SHX Text N 57°46'26" W 42.27'

AutoCAD SHX Text S 21°00'16" W 293.20'

AutoCAD SHX Text S 68°59'44" E 159.06'

AutoCAD SHX Text S 21°00'16" W 270.16'

AutoCAD SHX Text N 56°58'14" W 162.63'

AutoCAD SHX Text S 21°00'16" W 312.02'

AutoCAD SHX Text N 21°00'16" E 49.44'

AutoCAD SHX Text S 68°59'44" E 119.06'

AutoCAD SHX Text S 21°00'16" W 103.83'

AutoCAD SHX Text N 56°54'07" W 100.16'

AutoCAD SHX Text S 33°05'53" W 93.39'

AutoCAD SHX Text N 33°13'31" E 100.30'

AutoCAD SHX Text N 39°25'07" W 165.01'

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AutoCAD SHX Text S 56°58'14" E 172.85'

AutoCAD SHX Text N 56°58'14" W 191.40'

AutoCAD SHX Text L=599.27' R=6829.06'

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PENNSYLVANIA TURNPIKE S.R 0476

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BRIGGS STREET

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LAFAYETTE STREET

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DRAWN BY:

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CHECKED BY:

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MJC

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DATE:

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PROJECT DESIGNER:

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JOB NO.:

AutoCAD SHX Text 3/25/26

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GREENMAN-PEDERSEN, INC.

AutoCAD SHX Text 2021234.00

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COUNTY

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ROUTE

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SECTION

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SHEET NO.

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DISTRICT

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DATE

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NUMBER

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BY

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CITY OF SCRANTON

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LACKAWANNA

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OF 11

AutoCAD SHX Text HIGHWAY OCCUPANCY PERMIT PLANS CITY OF SCRANTON UTILITY CROSSING SCRANTON, LACKAWANNA COUNTY, PA.

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REGISTERED

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PROFESSIONAL

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ENGINEER

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PE078670

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MATTHEW JOHN CHORBA

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DBA

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EXISTING CONDITION PLAN

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LEGEND

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%%UITEM

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%%UEXISTING

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PROPERTY LINE

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RIGHT-OF-WAY

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MAJOR CONTOUR

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MINOR CONTOUR

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CURB

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INLET

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EDGE OF PAVEMENT

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OVERHEAD UTILITY LINES

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UTILITY POLE

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LEGEND

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%%UITEM

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%%UEXISTING

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PAVEMENT MARKING

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SIGN

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STORM PIPE

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SANITARY LINE

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SANITARY CLEAN OUT

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SANITARY MANHOLE

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N

SCALE: 1" = 100'

0 200 300 400

1-800-242-1776

SYSTEM, INC.

POCS SERIAL NUMBER

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES

3 WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE AND 10 WORKING

DAYS IN DESIGN STAGE - STOP CALL

20240653343

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AutoCAD SHX Text N 41°06'37" E 71.18'

AutoCAD SHX Text N 57°46'26" W 110.14'

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AutoCAD SHX Text S 68°05'11" E 113.08'

AutoCAD SHX Text S 56°58'14" E 82.50'

AutoCAD SHX Text N 33°02'01" E 200.00'

AutoCAD SHX Text S 33°02'01" W 200.00'

AutoCAD SHX Text N 56°58'14" W 82.50'

AutoCAD SHX Text S 56°58'14" E 82.50'

AutoCAD SHX Text N 33°02'01" E 200.00'

AutoCAD SHX Text S 33°02'01" W 200.00'

AutoCAD SHX Text N 56°58'14" W 82.50'

AutoCAD SHX Text N 32°21'35" E 300.00'

AutoCAD SHX Text N 32°21'35" E 105.21'

AutoCAD SHX Text N 32°21'35" E 154.79'

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AutoCAD SHX Text N 57°20'25" W 505.77'

AutoCAD SHX Text N 58°18'25" W 312.42'

AutoCAD SHX Text S 57°20'25" E 103.20'

AutoCAD SHX Text N 32°21'35" E 75.55'

AutoCAD SHX Text 37.77' N32°21'35"E

AutoCAD SHX Text S 57°20'25" E 157.29'

AutoCAD SHX Text 154.58' N 57°20'25" W

AutoCAD SHX Text S3°36'25"E 46.13'

AutoCAD SHX Text S3°36'25"E 46.13'

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AutoCAD SHX Text 23.61' S 3°36'25" E

AutoCAD SHX Text N 57°20'25" W 307.41'

AutoCAD SHX Text N 57°20'25" W 127.29'

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AutoCAD SHX Text S 32°21'35" W 75.55'

AutoCAD SHX Text S 58°18'25" E 312.42'

AutoCAD SHX Text S 57°20'25" E 30.00'

AutoCAD SHX Text 37.77' S32°21'35"W

AutoCAD SHX Text S 57°20'25" E 154.58'

AutoCAD SHX Text N 57°20'25" W 103.20'

AutoCAD SHX Text S 3°37'39" E 14.01'

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SEG-0020 OFF-0000

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SEG-0020 OFF-0100

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SEG-0020 OFF-0200

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SEG-0020 OFF-0300

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SEG-0020 OFF-1200

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SEG-0020 OFF-1300

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SEG-0020 OFF-1400

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MHST RIM:982.94 INV (A):980.24 INV (B):XXX.XX

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MHST RIM:982.33

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15"PEP

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15"PEP

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INV:981.86

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NEWTON ROAD S.R. 3003

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ASPHALT DRIVE

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ASPHALT DRIVE

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ASPHALT DRIVE

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ASPHALT DRIVE

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ASPHALT DRIVE

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ASPHALT DRIVE

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POOL

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CONC DRIVE

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3' PAVED GUTTER

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LEGAL RIGHT-OF-WAY

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LEGAL RIGHT-OF-WAY

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LEGAL RIGHT-OF-WAY

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LEGAL RIGHT-OF-WAY

AutoCAD SHX Text N 21°00'16" E 80.00'

AutoCAD SHX Text S 66°33'21" E 117.47'

AutoCAD SHX Text S 21°00'16" W 100.00'

AutoCAD SHX Text N 56°58'14" W 120.00'

AutoCAD SHX Text N 66°33'21" W 117.47'

AutoCAD SHX Text S 21°00'16" W 80.00'

AutoCAD SHX Text S 66°33'21" E 117.47'

AutoCAD SHX Text N 21°00'16" E 80.00'

AutoCAD SHX Text N 21°00'16" E 55.05'

AutoCAD SHX Text S 21°00'35" W 35.60'

AutoCAD SHX Text N 66°33'21" W 117.47'

AutoCAD SHX Text S 57°13'38" E 119.89'

AutoCAD SHX Text N 66°33'21" W 117.47'

AutoCAD SHX Text S 66°33'21" E 117.47'

AutoCAD SHX Text S 21°00'16" W 40.00'

AutoCAD SHX Text N 21°00'16" E 40.00'

AutoCAD SHX Text N 66°33'21" W 117.47'

AutoCAD SHX Text S 66°33'21" E 117.47'

AutoCAD SHX Text S 21°00'16" W 40.00'

AutoCAD SHX Text N 21°00'16" E 40.00'

AutoCAD SHX Text N 66°33'21" W 117.47'

AutoCAD SHX Text S 66°33'21" E 117.47'

AutoCAD SHX Text S 21°00'16" W 40.00'

AutoCAD SHX Text N 21°00'16" E 40.00'

AutoCAD SHX Text N 37°33'17" E 17.30'

AutoCAD SHX Text N 43°14'03" E 400.06'

AutoCAD SHX Text S 49°19'29" E 81.98'

AutoCAD SHX Text N 34°35'19" E 535.52'

AutoCAD SHX Text 14.29' N 55°24'43" W

AutoCAD SHX Text S 57°20'25" E 813.18'

AutoCAD SHX Text S 3°14'14" E 151.06'

AutoCAD SHX Text S 21°00'16" W 46.52'

AutoCAD SHX Text N 69°00'07" W 142.00'

AutoCAD SHX Text S 21°00'16" W 97.55'

AutoCAD SHX Text S 41°06'37" W 304.45'

AutoCAD SHX Text N 57°46'26" W 42.27'

AutoCAD SHX Text S 21°00'16" W 293.20'

AutoCAD SHX Text S 68°59'44" E 159.06'

AutoCAD SHX Text S 21°00'16" W 270.16'

AutoCAD SHX Text N 56°58'14" W 162.63'

AutoCAD SHX Text S 21°00'16" W 312.02'

AutoCAD SHX Text N 21°00'16" E 49.44'

AutoCAD SHX Text S 68°59'44" E 119.06'

AutoCAD SHX Text S 21°00'16" W 103.83'

AutoCAD SHX Text N 56°54'07" W 100.16'

AutoCAD SHX Text S 33°05'53" W 93.39'

AutoCAD SHX Text N 33°13'31" E 100.30'

AutoCAD SHX Text N 39°25'07" W 165.01'

AutoCAD SHX Text N 56°58'14" W 243.79'

AutoCAD SHX Text S 33°01'46" W 150.00'

AutoCAD SHX Text N 56°58'14" W 692.86'

AutoCAD SHX Text S 56°58'14" E 172.85'

AutoCAD SHX Text N 56°58'14" W 191.40'

AutoCAD SHX Text L=599.27' R=6829.06'

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CB GRT:997.69 INV:994.84

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CB GRT:982.72 INV:978.72

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PRICE STREET

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WATERLINE TO BE RELOCATED BY PA AMERICAN WATER

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DP 002

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N/F CITY OF SCRANTON 144.02-010-025 INSTR# 202506607

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N/F CITY OF SCRANTON 144.02-010-025 INSTR# 202506607

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NEWTON ROAD S.R. 3003

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SPEED LIMIT 25 M.P.H.

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PROPOSED TREELINE

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PROPOSED TREELINE

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PROPOSED 4' CHAIN LINK FENCE

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PROPOSED 4' CHAIN LINK FENCE

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TOP OF EMBANKMENT ELEVATION 1093.00

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EMERGENCY SPILLWAY ELEVATION: 1091.50'

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SPOIL AREA FOR REGIONAL BASIN

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BRIGGS STREET

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LAFAYETTE STREET

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REGIONAL BASIN

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CRISP AVE.

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FRINK STREET

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JACKSON ST.

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DRAWN BY:

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CHECKED BY:

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MJC

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DATE:

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PROJECT DESIGNER:

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JOB NO.:

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GREENMAN-PEDERSEN, INC.

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LACKAWANNA

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OF 11

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PE078670

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MATTHEW JOHN CHORBA

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DBA

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L

1-800-242-1776

SYSTEM, INC.

POCS SERIAL NUMBER

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES

3 WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE AND 10 WORKING

DAYS IN DESIGN STAGE - STOP CALL

N

SCALE: 1" = 25'

0 50 75

20240653343

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SEG-0020 OFF-0000

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SEG-0020 OFF-0300

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SEG-0010 OFF-1100

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N/F FILS-AIME JACKSON AND ANNE MERVEILLE 144.02-030-034 INSTR# 202207026

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N/F BRIAN P. CADUGAN AND LINDA J. CADUGAN 144.02-030-033 DB1301 PG257

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N/F SAPPHIRE BUTLER 144.02-030-031 INSTR#202313356

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N/F DAVID A. STRAUSSER AND SANDRA K. STRAUSSER 144.02-030-032 DB1013 PG134

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MHST RIM:982.94 INV (A):980.24 INV (B):XXX.XX

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MHST RIM:982.33

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15"PEP

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15"PEP

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INV:981.86

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NEWTON ROAD S.R. 3003

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N/F ALBERT L. ROGERS AND RUTH ROGERS 144.02-030-004 DB468 PG440

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N/F CATHERINE REIF 144.02-030-003 DB233 PG202

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N/F KATHLEEN KUJAWSKI 144.02-030-002 DB233 PG202

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N/F KATHLEEN KUJAWSKI 144.02-030-001 DB1389 PG640

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SPEED LIMIT 25 M.P.H.

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N/F NEWTON ROAD REALTY LLC 144.02-010-023 INSTR# 202306465

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N/F MICHAEL J. WHARTON AND DENISE M. WHARTON 144.02-010-021 DB1394 PG454

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N/F NICOLE ROSENCRANS 144.02-010-020 INSTR#201609402

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N/F JOSEPH PEHANICK JR. AND DARLENE A. PEHANICK 144.02-010-019 DB1271 PG518

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CB GRT:997.69 INV:994.84

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3"PVC INV:999.71

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4"PVC INV:1002.51

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3"PVC INV:1004.00

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3"PVC INV:1005.63

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4"PVC INV:1007.48

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4"PVC INV:1007.48

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PAVED DRIVE

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PAVED DRIVE

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SHED

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POOL

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CONC DRIVE

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CB GRT:982.72 INV:978.72

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DRIVEWAY RESTORATION

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3' PAVED GUTTER

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24" HDPE

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LEGAL RIGHT-OF-WAY

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LEGAL RIGHT-OF-WAY

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LEGAL RIGHT-OF-WAY

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LEGAL RIGHT-OF-WAY

AutoCAD SHX Text N 21°00'16" E 80.00'

AutoCAD SHX Text S 66°33'21" E 117.47'

AutoCAD SHX Text S 21°00'16" W 100.00'

AutoCAD SHX Text N 56°58'14" W 120.00'

AutoCAD SHX Text N 66°33'21" W 117.47'

AutoCAD SHX Text S 21°00'16" W 80.00'

AutoCAD SHX Text N 21°00'16" E 49.44'

AutoCAD SHX Text S 68°59'44" E 119.06'

AutoCAD SHX Text S 21°00'16" W 103.83'

AutoCAD SHX Text N 56°54'07" W 100.16'

AutoCAD SHX Text S 33°05'53" W 93.39'

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DY/4"

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AutoCAD SHX Text 23'

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CITY OF SCRANTON R.O.W.

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AutoCAD SHX Text 10.5'

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ASPHALT DRIVEWAY RESTORATION

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AutoCAD SHX Text END WORK 1.5" MILL AND OVERLAY AND REPLACEMENT OF ALL STRIPING, SEAL WITH CRAFCO SUPERFLEX S.R. 3003, SEG. 20 OFF. 248

AutoCAD SHX Text START WORK 1.5" MILL AND OVERLAY AND REPLACEMENT OF ALL STRIPING, SEAL WITH CRAFCO SUPERFLEX S.R. 3003, SEG. 10 OFF. 921

AutoCAD SHX Text FULL DEPTH PAVE CUT AND SEAL WITH CRAFCO SUPERFLEX. RIGHT-OF-WAY PAVEMENT RESTORATION-SEE DETAIL

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98' OF 42" N12 HDPE @ 9.90%

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101' OF 42" N12 HDPE @ 19.20%

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48' OF 42" N12 HDPE @ 8.63%

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101' OF 42" N12 HDPE @ 9.49%

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36" SLCPP

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TO BE REMOVED

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TO BE REMOVED

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PRICE STREET

AutoCAD SHX Text FULL DEPTH PAVE CUT AND SEAL WITH CRAFCO SUPERFLEX. RIGHT-OF-WAY PAVEMENT RESTORATION-SEE DETAIL

AutoCAD SHX Text FULL DEPTH PAVE CUT AND SEAL WITH CRAFCO SUPERFLEX. RIGHT-OF-WAY PAVEMENT RESTORATION-SEE DETAIL

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SEG. 0020 OFF. 0200

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SEG. 0020 OFF. 0200

AutoCAD SHX Text 16.5'

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LANDSCAPE

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PAVED

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PAVED DRIVE

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STONE WALK

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DRAWN BY:

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DATE:

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PROJECT DESIGNER:

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JOB NO.:

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GREENMAN-PEDERSEN, INC.

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MATTHEW JOHN CHORBA

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