2-Garfield Avenue HOP Plans.pdf

PDF 4 MB Posted Aug 29, 2025

Attached to: 21-0140-0236 Garfield Avenue Sanitary Sewer Extension
Solicitation number: Not on record
Issued by: Somerset County, Pennsylvania

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Written by GovTribe AI · Sep 2, 2025

This document is a Highway Occupancy Permit (HOP) Plan for State Route 2006 (W. 2nd Mountain Road) in North Manheim Township, Schuylkill County, Pennsylvania, prepared by Systems design Engineering, Inc. The project involves a sewer extension from Station 40+34.10 to Station 43+37.92, covering a length of 304 feet (0.06 miles), with work occurring in segments 0020 and 0021. The permit application number is EPS 302992, and the applicant is the North Manheim Township Authority, located at 303 Manheim Road, Pottsville, PA. The project includes improvements to the roadway, sanitary sewer infrastructure, and associated utilities, with work spanning various street locations including W. 2nd Mountain Road, Argo Road, and Canary Street.

The project involves detailed engineering specifications for road and sewer infrastructure, including pavement restoration, utility relocations, and installation of sanitary sewer mains and laterals. The design incorporates flexible PennDOT road restoration techniques, trench bedding, and backfill methods for sewer mains. The project requires coordination with multiple utility providers, including North Manheim Township Authority, PP&L Electric Utilities Corporation, and Schuylkill County Municipal Authority. The permit plan includes comprehensive details on road profiles, typical sections, utility locations, and construction specifications, with careful consideration of existing road grades, drainage, and infrastructure integration.

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File	Type	Posted
1-Garfield Avenue Sewer For Bid Dwgs.pdf	PDF	Aug 29, 2025
3-Garfield Avenue Sanitary Sewer Extension Specs.pdf	PDF	Aug 29, 2025

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HIGHWAY OCCUPANCY PERMIT PLANS

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FOR

SR 2006 ( W. 2ND MOUNTAIN RD.)

NORTH MANHEIM TOWNSHIP, SCHUYKILL COUNTY,

PENNSYLVANIA

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

LOCATION MAP

EPS APPLICATION NO. 302992

PENNSYLVANIA ONE CALL SYSTEM, INC.

925 IRWIN RUN ROAD

WEST MIFFLIN, PENNSYLVANIA

15122-1078

BEFORE YOU DIG ANYWHERE IN

PENNSYLVANIA CALL 1-800-242-1776

NON-MEMBERS MUST BE CONTACTED DIRECTLY

PA LAW REQUIRES THREE WORKING DAYS

NOTICE TO UTILITIES BEFORE YOU EXCAVATE,

DRILL, BLAST OR DEMOLISH

SERIAL NO. :

20221084270, 20221084301, 20221084315 (4/18/2022)

Know whats below' .

Call before you dig.811

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COUNTY

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TOTAL SHEETS

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TOWNSHIP

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ROUTE

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%%UDESIGN DESIGNATION

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%%UTRAFFIC DATA

AutoCAD SHX Text HIGHWAY CLASSIFICATION - MAJOR COLLECTOR (URBAN) - ROADWAY TYPOLOGY - COMMUNITY COLLECTOR DESIGN SPEED - POSTED 40 MPH POSTED 40 MPH PAVEMENT WIDTH - 20.0' 20.0' SHOULDER WIDTH - 1.0'1.0'

AutoCAD SHX Text CURRENT YEAR ADT - SEG. 20 - 1,470 (2023) DESIGN YEAR ADT - SEG. 20 - 1,470(2028) DHV - 162 - 162 D - 59 - 59 T - 2 - 2 TRUCK - 4%- 4%

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DISTRICT

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SECTION

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HOP

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SCHUYLKILL

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NORTH MANHEIM

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AutoCAD SHX Text FROM STA. 40+34.10 TO STA. 43+37.92 LENGTH 304 FT. 0.06 MI. FROM SEG. 0020, OFFSET 1858 TO SEG. 0020, OFFSET 2155

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SHEET INDEX

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DESCRIPTION

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LAST REVISED

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COVER SHEET

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GENERAL NOTES

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NORTH

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IN FEET

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SCALE

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PROJECT WORK AREA

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STATE HIGHWAY

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TOWNSHIP ROADS

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LEGEND

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RAILROAD

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VERTICAL

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FEET

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HORIZONTAL

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FEET

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SR 2006 ROAD CENTERLINE PROFILE

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PROPOSED IMPROVEMENTS PLAN

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BOROUGH

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DATE

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PROJECT DESIGNER

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JOB. NO.:

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DRAWN BY:

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CHECKED BY:

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COVER SHEET

AutoCAD SHX Text 3/10/2023

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MJP

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MAL

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GTS

AutoCAD SHX Text LIST OF PUBLIC UTILITIES SEWER NORTH MANHEIM TOWNSHIP AUTHORITY 303 MANHEIM ROAD POTTSVILLE, PA. 17901 CONTACT: TAMI STUMP PHONE:570-385-5328 EMAIL: NMTAUTHORITY@GMAIL.COM SEWER/ELECTRIC/WATER SCHUYLKILL HAVEN BOROUGH 333 CENTER AVE. SCHUYLKILL HAVEN, PA. 17972-1900 CONTACT: OFFICE PERSONNEL PHONE:570-385-2841 EMAIL: SECRETARY@SCHUYLKILLHAVEN.ORG ELECTRIC PPL ELECTRIC UTILITIES CORPORATION 434 SUSQUEHANNA TRAIL NORTHUMBERLAND, PA 17957 CONTACT: DOUG HAUPT PHONE: 610-297-2461 EMAIL: DLHAUPT@PPLWEB.COM SEWER/WATER SCHUYLKILL COUNTY MUNICIPAL AUTHORITY 221 S CENTER STREET PO BOX 960 POTTSVILLE, PA 17901 CONTRACT: DAVID KUPERAVAGE PHONE: 570-622-8240 EMAIL: DKUPERAVAGE@SCMAWATER.COM

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SHEET

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APPLICANT NORTH MANHEIM TOWNSHIP AUTHORITY 303 MANHEIM ROAD POTTSVILLE, PA 17901

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MATTHEW J. PELESCHAK, P.E.

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LICENSE NO. PE062894

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SCALE: 1" = 2000'

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ADDITIONAL SANITARY SEWER PROFILES

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AutoCAD SHX Text AGENT FOR APPLICANT SYSTEMS DESIGN ENGINEERING, INC. 1032 JAMES DRIVE LEESPORT, PA 19533

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DETAILS

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DATE:%%U 8/24/2023

AutoCAD SHX Text LIMIT OF WORK STA. 40+34.10 SR 2006 SEG 0020, OFFSET 1858 N. MANHEIM TOWNSHIP SCHUYLKILL COUNTY

AutoCAD SHX Text LIMIT OF WORK STA. 43+37.92 SR 2006 SEG 0020, OFFSET 2155 N. MANHEIN TOWNSHIP SCHUYLKILL COUNTY

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1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

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SCHUYLKILL

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NORTH MANHEIM TOWNSHIP

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DISTRICT

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COUNTY

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ROUTE

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SECTION

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SHEET

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NUMBER

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REVISIONS

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DATE

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REVISION

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DATE

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PROJECT DESIGNER

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JOB. NO.:

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DRAWN BY:

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CHECKED BY:

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MJP

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MAL

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GTS

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GENERAL NOTES

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MATTHEW J. PELESCHAK, P.E.

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LICENSE NO. PE062894

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DATE:%%U 8/24/2023

AutoCAD SHX Text STATEMENT OF INTENT THIS PROJECT INVOLVES THE CONSTRUCTION OF A NEW 8" SANITARY SEWER MAIN IN THE EXISTING W. 2ND MOUNTAIN ROAD (SR 2006), SEGMENT 0020 OFFSET 1858 TO SEGMENT 0020 OFFSET 2155. THE ROAD PROFILE WILL NOT BE MODIFIED BY THIS PERMIT.

AutoCAD SHX Text GENERAL NOTES 1. TOPOGRAPHIC DATA BASED ON AERIAL PHOTOGRAPHIC MAPPING PROVIDED TOPOGRAPHIC DATA BASED ON AERIAL PHOTOGRAPHIC MAPPING PROVIDED BY NV5 GEOSPATIAL. COMPLETED IN APRIL 2022. GROUND CONTROL BY SYSTEMS DESIGN ENGINEERING, INC. 2. DATUM: NAVD88. HORIZONTAL REFERENCE NAD83 DATUM: NAVD88. HORIZONTAL REFERENCE NAD83 3. UTILITY INFORMATION FROM SURFACE EVIDENCE OBSERVED IN THE FIELD. UTILITY INFORMATION FROM SURFACE EVIDENCE OBSERVED IN THE FIELD. ALL UTILITY LOCATIONS AND DEPTHS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4. THE LOCATION OF ALL FEATURES AND APPURTENANCES SHOWN HEREON THE LOCATION OF ALL FEATURES AND APPURTENANCES SHOWN HEREON ARE A GRAPHIC REPRESENTATION OF THE SITE. NO COORDINATE VALUES HAVE BEEN CREATED FOR THESE FEATURES. THE USER OF THESE PLANS ASSUMES ALL RESPONSIBILITY FOR THE PLACEMENT AND/OR CONSTRUCTION OF SAME. 5. THE EXISTING SPEED LIMIT ON S.R. 2006 (W. 2ND. MOUNTAIN ROAD) IS 40 THE EXISTING SPEED LIMIT ON S.R. 2006 (W. 2ND. MOUNTAIN ROAD) IS 40 MPH. THE RIGHT-OF-WAY IS FREE ACCESS. 6. THE CONTRACTOR MUST COMPLY WITH ALL U.S. DEPARTMENT OF LABOR, THE CONTRACTOR MUST COMPLY WITH ALL U.S. DEPARTMENT OF LABOR, OCCUPATIONAL, SAFETY, AND HEALTH ADMINISTRATION REGULATIONS AS REVISED 1995 (OSHA 2226). 7. ALL WORK TO BE IN ACCORDANCE WITH THE PENNSYLVANIA DEPARTMENT ALL WORK TO BE IN ACCORDANCE WITH THE PENNSYLVANIA DEPARTMENT OF HIGHWAY AND TRANSPORTATION STANDARD SPECIFICATIONS AND DETAILS WITH THE MOST CURRENT REVISIONS AND THE CONDITIONS SET FORTH IN THE HIGHWAY OCCUPANCY PERMIT. 8. NO UNSUITABLE MATERIAL IS TO BE USED IN ANY PORTION OF THE NO UNSUITABLE MATERIAL IS TO BE USED IN ANY PORTION OF THE ROADWAY CONSTRUCTION. REMOVE ANY SUBGRADE THAT CANNOT BE PROPERLY COMPACTED AND TREATED AS UNSUITABLE MATERIAL. UNDERCUTTING AND/OR SUBGRADE STABILIZATION MAY BE REQUIRED. 9. PLACE SIX INCH TOPSOIL, SEED & MULCH ON ALL DISTURBED AREAS NOT PLACE SIX INCH TOPSOIL, SEED & MULCH ON ALL DISTURBED AREAS NOT RECEIVING PAVEMENT. 10. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE COLOR AND THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE COLOR AND SHADE OF THE PAVEMENT SURFACE OF ALL EXISTING AND PROPOSED THROUGH TRAVEL LANES ON S.R. 2006 (W. 2ND. MOUNTAIN RD.) IS THE SAME. FURTHER, ANY SURFACING SHALL PRESERVE AN ACCEPTABLE FRICTION FACTOR ON THE ROAD SURFACE. 11. REMOVE ALL EXISTING TREES AND SHRUBS AS REQUIRED FOR REMOVE ALL EXISTING TREES AND SHRUBS AS REQUIRED FOR IMPROVEMENTS AND TO MAINTAIN MINIMUM SIGHT DISTANCE REQUIREMENTS. 12. THIS PLAN AND ANY RELATED HIGHWAY OCCUPANCY PERMIT AUTHORIZE THIS PLAN AND ANY RELATED HIGHWAY OCCUPANCY PERMIT AUTHORIZE WORK ONLY IN DEPARTMENT HIGHWAY RIGHT-OF-WAY. 13. THE LEGAL RIGHT-OF-WAY OF S.R. 2006 (W. 2ND MOUNTAIN RD.) SHOWN THE LEGAL RIGHT-OF-WAY OF S.R. 2006 (W. 2ND MOUNTAIN RD.) SHOWN IS 40 FEET WIDE PER DRAWINGS FOR CONDEMNATION OF RIGHT-OF-WAY FOR ROUTE NO. 53010, IN SCHUYLKILL COUNTY, SHEET 4. 14. THE PENNDOT HIGHWAY RIGHT-OF-WAY MAY NOT BE USED FOR PARKING. THE PENNDOT HIGHWAY RIGHT-OF-WAY MAY NOT BE USED FOR PARKING. 15. ALL WORK IN PENNDOT RIGHT-OF-WAY IS TO BE BUILT IN ACCORDANCE ALL WORK IN PENNDOT RIGHT-OF-WAY IS TO BE BUILT IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING: A. PENNDOT PUBLICATION 13M PENNDOT PUBLICATION 13M B. PENNDOT PUBLICATION 34, 35, 41, AND 42 APPROVED CONSTRUCTION PENNDOT PUBLICATION 34, 35, 41, AND 42 APPROVED CONSTRUCTION MATERIALS C. PENNDOT PUBLICATION 46 PENNDOT PUBLICATION 46 D. PENNDOT PUBLICATION 70M PENNDOT PUBLICATION 70M E. PENNDOT PUBLICATION 72M STANDARDS FOR ROADWAY CONSTRUCTION PENNDOT PUBLICATION 72M STANDARDS FOR ROADWAY CONSTRUCTION F. PENNDOT PUBLICATION 111 PENNDOT PUBLICATION 111 G. PENNDOT PUBLICATION 212 PENNDOT PUBLICATION 212 H. PENNDOT PUBLICATION 213 (67 PA CODE, CHAPTER 212) PENNDOT PUBLICATION 213 (67 PA CODE, CHAPTER 212) I. PENNDOT PUBLICATION 236 (BOTH STANDARD AND METRIC LATEST PENNDOT PUBLICATION 236 (BOTH STANDARD AND METRIC LATEST EDITIONS) J. PENNDOT PUBLICATION 282 PENNDOT PUBLICATION 282 K. PENNDOT PUBLICATION 408 SPECIFICATION PENNDOT PUBLICATION 408 SPECIFICATION L. PENNSYLVANIA CODE TITLE 67, CHAPTERS 441 AND 459 PENNSYLVANIA CODE TITLE 67, CHAPTERS 441 AND 459 M. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) - LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) - LATEST PENNDOT ADOPTED VERSION 16. THIS PERMIT MAY BE RESTRICTED ON WORKING HOURS AND TIMES FOR 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 AND TOWNSHIP OFFICE PRIOR TO WORKING DURING THESE PERIODS. 17. FOR PERMITS REQUIRING A STATE INSPECTOR, FOLLOWING THE PERMITTEE'S FOR PERMITS REQUIRING A STATE INSPECTOR, FOLLOWING THE PERMITTEE'S REQUEST TO BEGIN CONSTRUCTION, ALL WORK WITHIN THE RIGHT-OF-WAY SHALL BE COMPLETED WITHOUT TIME INTERRUPTIONS. 18. MATERIAL CERTIFICATIONS MUST BE PROVIDED BY AN APPROVED MATERIAL CERTIFICATIONS 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. 19. ALL SLOPE MEASUREMENTS WILL BE INSPECTED/VERIFIED WITH A 2-FOOT ALL SLOPE MEASUREMENTS WILL BE INSPECTED/VERIFIED WITH A 2-FOOT SMART LEVEL. 20. FINAL APPROVAL OF THE PROPOSED SAWCUT LOCATION WILL BE AT THE FINAL APPROVAL OF THE PROPOSED SAWCUT LOCATION WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-CHARGE AND WILL BE CONFIRMED AT THE PRE-CONSTRUCTION MEETING. IF THE SAWCUT MUST BE LOCATED WITHIN A TRAVEL LANE, IT WILL BE NECESSARY TO MILL AND OVERLAY THE TRAVEL LANE TO PREVENT A JOINT IN A WHEEL PATH. 21. ALL AREAS DISTURBED OUTSIDE THE LIMITS OF CONSTRUCTION SHALL BE ALL AREAS DISTURBED OUTSIDE THE LIMITS OF CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THEIR ORIGINAL CONDITION AS DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER. 22. PRIOR TO AN OVERLAY, BITUMINOUS OR CONCRETE BASE REPAIR OR JOINT PRIOR TO AN OVERLAY, BITUMINOUS OR CONCRETE BASE REPAIR OR JOINT REPLACEMENT MAY BE REQUIRED. REPAIR OR REPLACEMENT WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-CHARGE. 23. MODIFICATIONS TO EXISTING DRAINAGE STRUCTURES MAY RESULT IN THE MODIFICATIONS TO EXISTING DRAINAGE STRUCTURES MAY RESULT IN THE NEED TO REPLACE THE STRUCTURE. REPLACEMENT WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-CHARGE. 24. CONTRACTOR WILL NOTIFY THE PENNDOT PRESS OFFICE AT 610-871-4555 CONTRACTOR WILL NOTIFY THE PENNDOT PRESS OFFICE AT 610-871-4555 A MINIMUM OF THREE WORKING DAYS PRIOR TO THE CLOSING OF TRAVEL LANE. 25. CONSTRUCT ALL PROPOSED PEDESTRIAN FACILITIES ON THESE PLANS TO CONSTRUCT ALL PROPOSED PEDESTRIAN FACILITIES ON THESE PLANS TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT, PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG), AND THE ADA ACCESSIBILITY GUIDELINES (ADAAG). 26. DETAILS OTHER THAN THOSE INDICATED, ARE ON THE FOLLOWING DETAILS OTHER THAN THOSE INDICATED, ARE ON THE FOLLOWING STANDARD PENNDOT DRAWINGS: TC-8600 JUNE 13, 2013 JUNE 13, 2013 TC-8716 JUNE 13, 2013 JUNE 13, 2013 TC-8717 JUNE 13, 2013 JUNE 13, 2013 RC-38M SEPT 15, 2016 SEPT 15, 2016 RC-64M FEB 19, 2021 FEB 19, 2021 RC-67M FEB 19, 2021 FEB 19, 2021 27. CONTACT PENNSYLVANIA ONE-CALL (1-800-242-1776) THREE WORKING CONTACT PENNSYLVANIA ONE-CALL (1-800-242-1776) THREE WORKING DAYS BEFORE EXCAVATION OR DEMOLITION WORK. SERIAL NUMBER FOR NORTH MANHEIM TOWNSHIP. 28. PROPERTY LINES SHOWN ARE BASED ON SCHUYLKILL COUNTY GIS MAPPING PROPERTY LINES SHOWN ARE BASED ON SCHUYLKILL COUNTY GIS MAPPING AND DEED PLOTS. 29. HORIZONTAL CONTROL IS TIED TO THE PENNSYLVANIA STATE PLANE HORIZONTAL CONTROL IS TIED TO THE PENNSYLVANIA STATE PLANE COORDINATE SYSTEM (NAD83) SOUTH ZONE. 30. ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR IN THE FIELD. 31. PLAN LOCATIONS AND DIMENSIONS SHALL BE STRICTLY ADHERED TO PLAN LOCATIONS AND DIMENSIONS SHALL BE STRICTLY ADHERED TO UNLESS OTHERWISE DIRECTED BY THE OWNER'S REPRESENTATIVE. 32. ALL AREAS EXPOSED BY THE CONTRACTOR DURING CONSTRUCTION SHALL ALL AREAS EXPOSED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE MADE WEATHERTIGHT AND SECURED AT THE END OF EACH WORKING DAY. 33. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE APPROPRIATE UTILITY COMPANY THE REMOVAL, RELOCATION, ABANDONMENT OR INSTALLATION OF ANY PUBLIC UTILITY LINES, POLES, VAULTS, ETC. (GAS, ELECTRIC, TELEPHONE, CABLE, TV, AND FIBER OPTIC COMMUNICATIONS). 34. SYSTEMS DESIGN ENGINEERING, INC. (SDEI) DOES NOT GUARANTEE THE SYSTEMS DESIGN ENGINEERING, INC. (SDEI) DOES NOT GUARANTEE THE ACCURACY OF THE LOCATIONS OF THE SUBSURFACE UTILITY STRUCTURES SHOWN ON THE PLANS NOR DOES SDEI GUARANTEE THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL INVESTIGATE EXISTING UNDERGROUND UTILITY LOCATIONS. RESEARCH PUBLIC AND SITE UTILITY RECORDS, AND DIG TEST PITS IN AREAS TO THE EXTENT NECESSARY TO VERIFY EXISTING UTILITY DEPTH AND LOCATIONS. 35. CONTRACTOR(S) SHALL BE RESPONSIBLE TO MAINTAIN DETAILED CONTRACTOR(S) SHALL BE RESPONSIBLE TO MAINTAIN DETAILED AS-BUILT” INFORMATION OF SERVICES LINES, BENDS, VALVES, DROP INFORMATION OF SERVICES LINES, BENDS, VALVES, DROP CONNECTIONS, ETC. OF ALL UTILITY LINE CONSTRUCTION. THIS IS TO INCLUDE DIMENSIONED “TIE-DOWNS” OF ALL FITTINGS, VALVES AND SERVICE TIE-DOWNS” OF ALL FITTINGS, VALVES AND SERVICE OF ALL FITTINGS, VALVES AND SERVICE CONNECTIONS. 36. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED STRUCTURES, FACILITIES AND DRAINAGE. 37. PERMITTEE IS RESPONSIBLE FOR ALL AUTHORIZED SIGNS AND PAVEMENT PERMITTEE IS RESPONSIBLE FOR ALL AUTHORIZED SIGNS AND PAVEMENT MARKINGS. 38. THE PROPOSED PAVEMENT SECTION MUST BE AS INDICATED ON THE PLAN, THE PROPOSED PAVEMENT SECTION MUST BE AS INDICATED ON THE PLAN, OR MATCH THE EXISTING AS FOUND IN THE FIELD, WHICHEVER IS GREATER. 39. ALL PAVEMENT MARKINGS OTHER THAN LONGITUDINAL LINES TO BE HOT ALL PAVEMENT MARKINGS OTHER THAN LONGITUDINAL LINES TO BE HOT THERMOPLASTIC (PENNDOT PUBLICATION 111, TC-8600). 40. MATCH EXISTING PAVEMENT MARKINGS AT THE LIMITS OF WORK. MATCH EXISTING PAVEMENT MARKINGS AT THE LIMITS OF WORK. 41. IT IS THE RESPONSIBILITY OF THE PERMITTEE TO REMOVE ANY DEBRIS AND 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. 42. THE PERMITTEE IS RESPONSIBLE FOR THE COORDINATION OF RELOCATING THE PERMITTEE IS RESPONSIBLE FOR THE COORDINATION OF RELOCATING ANY CONFLICTING UTILITIES WHICH ARE A RESULT OF THESE IMPROVEMENTS. 43. ALL UTILITY RELOCATION PERMITS TAKE PRECEDENCE OVER THE UTILITY ALL UTILITY RELOCATION PERMITS TAKE PRECEDENCE OVER THE UTILITY RELOCATION POSITIONS SHOWN ON THE HOP PLANS.

AutoCAD SHX Text SANITARY SEWER NOTES: 1. OWNER AND OPERATOR OF THE SEWER SYSTEM IS NORTH MANHEIM OWNER AND OPERATOR OF THE SEWER SYSTEM IS NORTH MANHEIM TOWNSHIP AUTHORITY, 303 MANHEIM ROAD, POTTSVILLE, PA 17901. 2. CONTRACTOR MUST PROVIDE TEMPORARY MEANS OF SEWAGE DISPOSAL CONTRACTOR MUST PROVIDE TEMPORARY MEANS OF SEWAGE DISPOSAL FOR ANY SERVICE INTERRUPTION GREATER THAN EIGHT (8) HOURS. 3. PROVIDE A MINIMUM COVER OF FOUR (4) FEET FOR SANITARY SEWER PROVIDE A MINIMUM COVER OF FOUR (4) FEET FOR SANITARY SEWER LINE MEASURED FROM FINISHED GRADE TO TOP OF OUTSIDE OF PIPE. 4. A 6" WIDE DETECTABLE WARNING TAPE, "CAUTION: BURIED SEWER LINE A 6" WIDE DETECTABLE WARNING TAPE, "CAUTION: BURIED SEWER LINE BELOW" SHALL BE PROVIDED OVER THE SANITARY SEWER MAIN AND LATERAL 12" - 18" BELOW FINISHED GRADE AND AS DIRECTED BY OWNER/ENGINEER. 5. ALL NEW SANITARY SEWER MAIN CONSTRUCTION TO BE PRESSURED AND ALL NEW SANITARY SEWER MAIN CONSTRUCTION TO BE PRESSURED AND MANDREL TESTED IN ACCORDANCE WITH CONTRACT DOCUMENTS. ALL NEW SANITARY SEWER MANHOLE CONSTRUCTION TO BE VACUUM TESTED IN ACCORDANCE WITH CONTRACT DOCUMENTS. 6. SANITARY SEWER MANHOLE CONSTRUCTION TO FOLLOW PENNDOT SANITARY SEWER MANHOLE CONSTRUCTION TO FOLLOW PENNDOT CONSTRUCTION STANDARDS OF RC-38M.

UTILITY NOTES: 1. UTILITY INFORMATION FROM SURFACE EVIDENCE OBSERVED IN THE FIELD UTILITY INFORMATION FROM SURFACE EVIDENCE OBSERVED IN THE FIELD AND PLANS SUPPLIED BY LOCAL UTILITY COMPANIES ARE PER PENNSYLVANIA ONE CALL SYSTEM (SERIAL NUMBER 20221084270, 20221084301, 20221084315, DATED 04/18/2022). 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN TO THE GREATEST EXTENT EXISTING UNDERGROUND UTILITIES ARE SHOWN TO THE GREATEST EXTENT POSSIBLE. THE CONTRACTOR AND/OR THEIR ASSIGNEES SHALL FIELD VERIFY ALL UTILITY LOCATIONS AND DEPTHS PRIOR TO DESIGN AND/OR CONSTRUCTION. 3. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING POSSIBLE CONFLICTS THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING POSSIBLE CONFLICTS BETWEEN EXISTING UTILITIES WITH RESPECT TO THE PROPOSED IMPROVEMENTS. THE MITIGATION OF CONFLICTS SHALL BE REVIEWED WITH THE OWNER'S REPRESENTATIVE PRIOR TO THE START OF CONSTRUCTION. 4. THE CONTRACTOR IS ALSO RESPONSIBLE FOR PROTECTING AND RELOCATING THE CONTRACTOR IS ALSO RESPONSIBLE FOR PROTECTING AND RELOCATING ALL UTILITIES IN THE CONSTRUCTION AREA. 5. IF IT IS NECESSARY TO RELOCATE AND/OR RECONNECT INTO EXISTING IF IT IS NECESSARY TO RELOCATE AND/OR RECONNECT INTO EXISTING UTILITIES WITHIN THE PENNDOT AND/OR MUNICIPALITY RIGHT-OF-WAY, IT IS THE RESPONSIBILITY OF THE UTILITY COMPANY OR THEIR APPOINTED CONTRACTOR TO OBTAIN THE NECESSARY PERMITS FROM PENNDOT AND/OR THE MUNICIPALITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE APPROPRIATE UTILITY FACILITY AND DEPARTMENT REGARDING ANY UTILITY RELOCATION. 7. THE UTILITY RELOCATION PERMIT(S) TAKE PRECEDENCE OVER THE UTILITY THE UTILITY RELOCATION PERMIT(S) TAKE PRECEDENCE OVER THE UTILITY RELOCATION POSITIONS SHOWN ON THE HIGHWAY OCCUPANCY PLANS. 8. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO PERFORM THEMSELVES IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO PERFORM THEMSELVES OR HAVE THE APPROPRIATE UTILITY COMPANY GRADE, ADJUST, OR RELOCATE ALL MANHOLES, VALVE COVERS, ETC. WHICH FALL WITHIN THE PROJECT LIMITS. 9. A PRE-CONSTRUCTION MEETING SHALL BE HELD BETWEEN THE PERMITTEE, A PRE-CONSTRUCTION MEETING SHALL BE HELD BETWEEN THE PERMITTEE, PENNDOT, THE MUNICIPALITY, THE CONTRACTOR, THE DESIGN ENGINEER AND ALL UTILITY COMPANIES TO CLARIFY AND COORDINATE ALL CONSTRUCTION DETAILS.

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1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

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SCHUYLKILL

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NORTH MANHEIM TOWNSHIP

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DISTRICT

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COUNTY

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ROUTE

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SECTION

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SHEET

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NUMBER

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REVISIONS

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DATE

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REVISION

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DATE

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PROJECT DESIGNER

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JOB. NO.:

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DRAWN BY:

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CHECKED BY:

AutoCAD SHX Text 3/10/2023

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MJP

AutoCAD SHX Text 21-0140-0236

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MAL

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GTS

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GENERAL NOTES

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MATTHEW J. PELESCHAK, P.E.

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LICENSE NO. PE062894

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DATE:%%U 8/24/2023

AutoCAD SHX Text SEWER MAIN SEQUENCE OF CONSTRUCTION ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE. EACH STAGE SHALL BE COMPLETED BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEAR AND GRUBBING SHALL BE LIMITED ONLY TO THOSE AREAS DESCRIBED IN EACH STAGE. AT LEAST SEVEN (7) DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, THE OPERATOR SHALL INVITE ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES INCLUDING BUT NOT LIMITED TO THE NORTH MANHEIM TOWNSHIP AUTHORITY, THE AUTHORITY'S ENGINEER AND A REPRESENTATIVE FROM PENNDOT FOR AN ON-SITE PRE-CONSTRUCTION MEETING. MAINTENANCE AND PROTECTION OF TRAFFIC PATA FIGURE 201A AND 202A SHALL BE IN PLACE DURING NON-WORKING HOURS WHILE THE CONSTRUCTION ADJACENT TO THE ROADWAY IS STILL IN PROGRESS. 1. INSTALL TEMPORARY TRAFFIC CONTROL MAINTENANCE AND INSTALL TEMPORARY TRAFFIC CONTROL MAINTENANCE AND PROTECTION DEVICES AS SHOWN IN PATA FIGURES. ACCESS TO EXISTING DRIVEWAYS SHALL BE MAINTAINED THROUGH CONSTRUCTION. 2. PERFORM INITIAL ASPHALT PAVEMENT SAWCUTTING FOR TRENCH PERFORM INITIAL ASPHALT PAVEMENT SAWCUTTING FOR TRENCH LIMITS. INSTALL PROPOSED SANITARY SEWER MAIN WITH ALL LATERALS, CLEANOUTS, AND APPURTENANCES AS SHOWN ON THE PLAN. TRENCH OPERATIONS SHALL BE LIMITED TO THE AMOUNT OF SANITARY SEWER PIPE THAT CAN BE EXCAVATED, INSTALLED AND BACKFILLED WITHIN ONE WORKING DAY. STONE BACKFILL IN TRENCH SHALL BE COMPACTED AND BACKFILLED PER TEMPORARY PAVEMENT RESTORATION DETAIL. LATERAL STUBS SHALL BE FITTED WITH A WATERTIGHT CAP PRIOR TO BACKFILLING 3. ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF BY CONTRACTOR ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF BY CONTRACTOR AT THE END OF EACH DAY. 4. ENDS OF PIPES SHALL BE CAPPED/PLUGGED AT THE END OF EACH ENDS OF PIPES SHALL BE CAPPED/PLUGGED AT THE END OF EACH DAY TO PREVENT SEDIMENT LADEN WATER FROM ENTERING THE PIPE. 5. WATER ACCUMULATING IN THE TRENCHES SHALL BE PUMPED TO A WATER ACCUMULATING IN THE TRENCHES SHALL BE PUMPED TO A WATER FILTER BAG PER THE MANUFACTURER'S INSTRUCTIONS. 6. AT THE COMPLETION OF THE PROPOSED SANITARY SEWER MAIN AT THE COMPLETION OF THE PROPOSED SANITARY SEWER MAIN INSTALLATION, THE NEW SANITARY SEWER SHALL BE PRESSURE AND MANDREL TESTED. NEW SANITARY MANHOLES SHALL BE VACUUM TESTED. TESTING FAILURES SHALL BE CORRECTED AND RETESTED AT NO ADDITIONAL COST TO THE OWNER. 7. MILL AND OVERLAY A MINIMUM OF 1-1/2" OF EXISTING PAVEMENT MILL AND OVERLAY A MINIMUM OF 1-1/2" OF EXISTING PAVEMENT AND PLACE SUPERPAVE ASPHALT WHERE SHOWN ON THE PLAN AND PER PAVEMENT DETAILS AND TYPICAL SECTIONS. 8. PLACE ALL REQUIRED PAVEMENT MARKINGS AS SHOWN ON THE PLACE ALL REQUIRED PAVEMENT MARKINGS AS SHOWN ON THE PAVEMENT MARKING PLAN. 9. ONCE ALL CONSTRUCTION IS COMPLETE, REMOVE ALL TEMPORARY ONCE ALL CONSTRUCTION IS COMPLETE, REMOVE ALL TEMPORARY TRAFFIC CONTROL DEVICES.

AutoCAD SHX Text SEEDING SPECIFICATIONS TEMPORARY MEASURES: 1. PREPARATIONS - APPLY 1 TON PER ACRE OF AGRICULTURAL GRADE PREPARATIONS - APPLY 1 TON PER ACRE OF AGRICULTURAL GRADE LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDE) TO ESTABLISH A PH OF 6.5 TO 6.8. 2. APPLY FERTILIZER @ 930 LBS. PER ACRE USING 10 - 20 - 20 OR APPLY FERTILIZER @ 930 LBS. PER ACRE USING 10 - 20 - 20 OR EQUIVALENT. 3. SEEDING - APPLY 95% PURE LIVE SEED. A MIXTURE OF 50% ANNUAL SEEDING - APPLY 95% PURE LIVE SEED. A MIXTURE OF 50% ANNUAL RYEGRASS AND 50% WINTER RYEGRASS AT A RATE OF 436 LBS. PER ACRE. MULCH TEMPORARY SEEDING AT A RATE OF 3 TONS PER ACRE. MULCH SHALL BE ANCHORED IMMEDIATELY AFTER APPLICATION TO PREVENT BEING WINDBLOWN. A TRACTOR-DRAWN IMPLEMENT MAY BE USED TO "CRIMP" THE MULCH INTO THE SOIL. THIS METHOD IS LIMITED TO SLOPES NO STEEPER THAN 3:1. THE MACHINERY SHALL BE OPERATED ON THE CONTOUR. (NOTE: CRIMPING OF MULCH BY RUNNING OVER IT WITH TRACKED MACHINERY IS NOT RECOMMENDED.) DURING NON-GERMINATING PERIODS APPLY A TACKING AGENT WITH THE MULCH. PERMANENT MEASURES: 1. PREPARATIONS - APPLY 4 TONS PER ACRE OF AGRICULTURAL GRADE PREPARATIONS - APPLY 4 TONS PER ACRE OF AGRICULTURAL GRADE LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDE) TO ESTABLISH A PH OF 6.5 TO 6.8. 2. APPLY FERTILIZER @ 930 LBS. PER ACRE USING 10 - 20 - 20 OR APPLY FERTILIZER @ 930 LBS. PER ACRE USING 10 - 20 - 20 OR EQUIVALENT. 3. SEEDING - APPLY 95% PURE LIVE SEED. A MIXTURE OF 10% SEEDING - APPLY 95% PURE LIVE SEED. A MIXTURE OF 10% PERENNIAL RYEGRASS, 60% KENTUCKY 31 TALL FESCUE, AND 30% REDTOP AT A RATE OF 220 LBS. PER ACRE. MULCH AT A RATE OF 3 TONS PER ACRE. MULCH SHALL BE ANCHORED IMMEDIATELY AFTER APPLICATION TO PREVENT BEING WINDBLOWN. A TRACTOR-DRAWN IMPLEMENT MAY BE USED TO "CRIMP" THE MULCH INTO THE SOIL. THIS METHOD IS LIMITED TO SLOPES NO STEEPER THAN 3:1. THE MACHINERY SHALL BE OPERATED ON THE CONTOUR. (NOTE: CRIMPING OF MULCH BY RUNNING OVER IT WITH TRACKED MACHINERY IS NOT RECOMMENDED.) APPLY NORTH AMERICA GREEN SC150 EROSION CONTROL BLANKET ON ALL SLOPES EXCEEDING 3:1. THIS REQUIREMENT MAY BE WAIVED BY THE CONSERVATION DISTRICT DURING SEED GERMINATION PERIODS. RECOMMENDED MULCHING SPECIFICATIONS 1. MULCHING SHALL BE PROVIDED AS REQUIRED IN AREAS DIFFICULT TO MULCHING SHALL BE PROVIDED AS REQUIRED IN AREAS DIFFICULT TO VEGETATE, AND DURING OFF-SEASON OPERATIONS. MULCHING METHODS AND MATERIALS SHALL CONFORM TO THE FOLLOWING: A. MULCH MATERIALS SHALL BE UNROTTED SALT HAY, HAY OR MULCH MATERIALS SHALL BE UNROTTED SALT HAY, HAY OR SMALL GRAIN STRAW APPLIED AT THE RATE OF 3 TONS PER ACRE. MULCH BLOWER SHALL NOT GRIND OR CHOP THE MATERIAL. WOODCHIPS, FREE OF INSECTS AND DISEASE ARE PERMITTED AT A RATE OF 4-6 TONS PER ACRE. B. MULCH SHALL BE SPREAD UNIFORMLY BY HAND OR MECHANICALLY MULCH SHALL BE SPREAD UNIFORMLY BY HAND OR MECHANICALLY SO THAT APPROXIMATELY 85% TO 95% OF THE SOIL SURFACE WILL BE COVERED. C. MULCH ANCHORING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER MULCH ANCHORING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY ONE OF THE FOLLOWING METHODS, DEPENDING UPON THE SIZE OF THE SLOPE. a. PEG AND TWINE - DRIVE 8" TO 10" PEGS TO WITHIN 2" TO 3" PEG AND TWINE - DRIVE 8" TO 10" PEGS TO WITHIN 2" TO 3" OF THE SOIL SURFACE EVERY 4' IN ALL DIRECTIONS. TAKES MAY BE DRIVEN BEFORE OR AFTER APPLYING MULCH. SECURE THE MULCH TO THE SOIL SURFACE BY STRETCHING TWINE BETWEEN PEGS IN A CRISS-CROSS OR SQUARE PATTERN, AND SECURE THE TWIN AROUND EACH PEG WITH TWO OR MORE ROUND TURNS. b. MULCH NETTING - STAPLE PAPER, JUTE, COTTON OR PLASTIC MULCH NETTING - STAPLE PAPER, JUTE, COTTON OR PLASTIC NETTINGS TO THE SOIL SURFACE. USE DEGRADABLE NETTING IN AREAS TO BE MOWED. c. MULCH MATERIALS AND BINDERS SHALL BE ROLLED IN PLACE MULCH MATERIALS AND BINDERS SHALL BE ROLLED IN PLACE BY TRACKED VEHICLE OR OTHER SUITABLE EQUIPMENT. D. APPLICATIONS SHOULD BE HEAVIER AT EDGES WERE WIND APPLICATIONS SHOULD BE HEAVIER AT EDGES WERE WIND CATCHES THE MULCH. IN VALLEYS AND AT CRESTS OF BANKS. REMAINDER OF AREA SHOULD BE UNIFORM IN APPEARANCE. E. WOOD-FIBER OR PAPER-FIBER MULCH AT THE RATE OF 1,500 LBS WOOD-FIBER OR PAPER-FIBER MULCH AT THE RATE OF 1,500 LBS PER ACRE, OR PER MANUFACTURER RECOMMENDATION, MAY BE APPLIED BY A HYDROSEDDER. USE IS LIMITED TO FLATTER SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL. AND FALL. F. WHERE EXCESSIVE SOIL EROSION, TRACKING OR FLOWING OF WHERE EXCESSIVE SOIL EROSION, TRACKING OR FLOWING OF SEDIMENT IS EVIDENT OR ANTICIPATED A MINIMUM OF 4" OF CRUSHED STONE SHALL BE PLACED WITHIN THE AFFECTED AREA AND MAINTAINED UNTIL PERMANENT STABILIZATION IS PROVIDED. ADDITIONAL STONE SHALL BE PLACED AS REQUIRED UNTIL STABILIZATION IS ACHIEVED. CRUSHED STONE SHALL CONFORM TO AASHTO DESIGNATION M43. SIZE NO. 2 (2-1/2" TO 1-1/2").

AutoCAD SHX Text TRAFFIC CONTROL AND RESTRICTIONS MAINTENANCE AND PROTECTION OF TRAFFIC WILL BE PER PATA FIGURES 101-A, 109-A, 109-G, 110-A, 110-C, 110-K, 110-M, 201-A AND 202-A CONTAINED WITHIN THE LATEST REVISION OF PUBLICATION 213. NO TRAFFIC RESTRICTIONS OR LANE CLOSURES ARE PERMITTED ON LEGAL HOLIDAYS AND/OR BETWEEN THE HOURS OF 6:00 AM TO 9:00 AM AND 3:00 PM TO 6:00 PM, MONDAY THROUGH FRIDAY.

AutoCAD SHX Text GENERAL SEEDING NOTES 1. REDISTRIBUTE SIX INCHES OF STOCKPILED TOPSOIL AND PREPARE A REDISTRIBUTE SIX INCHES OF STOCKPILED TOPSOIL AND PREPARE A GOOD CRUMBLY SEEDBED THAT IS TILLED SIX TO EIGHT INCHES DEEP, WELL FIRMED AND LEVELED AFTER TILLING. 2. APPLY FERTILIZER AND LIME UNIFORMLY AND WORK INTO THE TOP APPLY FERTILIZER AND LIME UNIFORMLY AND WORK INTO THE TOP THREE TO FOUR INCHES OF SOIL. 3. AFTER ALL MATERIALS HAVE BEEN WORKED IN, FIRM UP THE SOIL BY AFTER ALL MATERIALS HAVE BEEN WORKED IN, FIRM UP THE SOIL BY ROLLING TO ASSURE THAT NO SOFT SPOTS REMAIN THAT WOULD SETTLE LATER ON. 4. WITH A WIDE-TOOTHED RAKE OR TINE-HARROW, RAKE THE AREA INTO WITH A WIDE-TOOTHED RAKE OR TINE-HARROW, RAKE THE AREA INTO A CRUMBLY STATE WITH ABOUT AN INCH OF LOOSE SOIL AT SURFACE. 5. APPLY THE SEED WITH A DROP OR CYCLONE SPREADER. FOR SLOPES APPLY THE SEED WITH A DROP OR CYCLONE SPREADER. FOR SLOPES OF 4:1 OR GREATER, HYDRO-SEEDING IS RECOMMENDED, STRAW MULCHING AND ANCHORING IS REQUIRED. APPLY SEED DURING GERMINATION PERIODS, MARCH 15TH TO MAY 15TH, AS WEATHER PERMITS.

AutoCAD SHX Text NOTES: 1. SYSTEMS DESIGN ENGINEERING, INC. ("SDE") HAS PERFORMED A DESIGN SYSTEMS DESIGN ENGINEERING, INC. ("SDE") HAS PERFORMED A DESIGN NOTIFICATION IN COMPLIANCE WITH PENNSYLVANIA ACT 287 OF 1974 AS AMENDED. SDE MAKES NO REPRESENTATION OR GUARANTEE THAT THE INFORMATION RECEIVED IN RESPONSE TO THE NOTIFICATION AND AS DEPICTED ON THESE DRAWINGS IS ACCURATE OR COMPLETE. SDE IS DEPICTING THIS INFORMATION ON THESE DRAWINGS PURSUANT TO THE REQUIREMENTS OF ACT 287 OF 1974 AS AMENDED. 2. THE LOCATIONS OF UNDERGROUND UTILITIES DEPICTED ON THESE DRAWINGS ARE THE LOCATIONS OF UNDERGROUND UTILITIES DEPICTED ON THESE DRAWINGS ARE APPROXIMATE, AND ARE BASED ON ABOVE-GROUND OBSERVATIONS, FACILITY OWNER RESPONSES AND/OR FROM BEST AVAILABLE DRAWING INFORMATION. 3. EXACT LOCATIONS OF ANY UNDERGROUND UTILITIES CAN ONLY BE DETERMINED EXACT LOCATIONS OF ANY UNDERGROUND UTILITIES CAN ONLY BE DETERMINED BY EXCAVATION AND/OR SUBSURFACE EXPLORATION, WHICH IS NOT PART OF THIS CONTRACT, NOR IS SUCH WORK LISTED UNDER "RESPONSIBILITIES OF A DESIGNER" AT SECTION 4. OF ACT 287 OF 1974 AS AMENDED. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ACT 287 OF IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ACT 287 OF 1974 AS AMENDED, AND TO CONTACT THE "ONE-CALL SYSTEM" NOT LESS THAN THREE (3) BUSINESS DAYS NOR MORE THAN TEN (10) BUSINESS DAYS IN ADVANCE OF EXCAVATION OR DEMOLITION WORK. 5. ALL EXISTING UNDERGROUND UTILITY LOCATIONS MUST BE VERIFIED WITH THE ALL EXISTING UNDERGROUND UTILITY LOCATIONS MUST BE VERIFIED WITH THE APPROPRIATE UTILITY COMPANY AND/OR CONTRACTOR PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. 6. ANY CONSTRUCTION OR OPERATION UNDERTAKEN ON THIS SITE MUST CONFORM ANY CONSTRUCTION OR OPERATION UNDERTAKEN ON THIS SITE MUST CONFORM TO ALL LOCAL, STATE AND FEDERAL REGULATIONS, AS WELL AS ANY DEED OR OTHER RESTRICTIONS IN EFFECT AT THE TIME OF OPERATION.

MAINTENANCE AND PROTECTION OF TRAFFIC (MPT) NOTES 1. THIS WORK CONSISTS OF THE MAINTENANCE AND PROTECTION OF 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 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: A. PENNDOT PUBLICATION 35; PENNDOT PUBLICATION 35; B. PENNDOT PUBLICATION 46; PENNDOT PUBLICATION 46; C. PENNDOT PUBLICATION 72M; PENNDOT PUBLICATION 72M; D. PENNDOT PUBLICATION 111; PENNDOT PUBLICATION 111; E. PENNDOT PUBLICATION 212; PENNDOT PUBLICATION 212; F. PENNDOT PUBLICATION 213; PENNDOT PUBLICATION 213; G. PENNDOT PUBLICATION 236; PENNDOT PUBLICATION 236; H. PENNDOT PUBLICATION 408; AND PENNDOT PUBLICATION 408; AND I. MUTCD, CURRENT EDITION. MUTCD, CURRENT EDITION. 3. REMOVE THESE DEVICES IMMEDIATELY UPON COMPLETION OF THE 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 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 COVER OR REMOVE ALL CONFLICTING SIGNS AND ERADICATE ALL CONFLICTING PAVEMENT MARKINGS. 6. MOUNT ALL LONG-TERM ADVANCE WARNING SIGNS ON TYPE III 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 ALL SIGNS AND DEVICES TO BE MAINTAINED IN NEW OR LIKE NEW CONDITION. 8. DRIVEWAYS WILL BE KEPT ACCESSIBLE AT ALL TIMES. LOCATE ALL 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 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 NO TRAFFIC RESTRICTIONS OR LANE CLOSURES ARE PERMITTED BETWEEN 6:00 AM AND 9:00 AM AND BETWEEN 3:00 PM AND 6:00 PM MONDAYS THROUGH FRIDAYS OR ON LEGAL HOLIDAYS AND WEEKENDS ASSOCIATED WITH LEGAL HOLIDAYS. ALL RESTRICTIONS AND CLOSURES ARE TO BE REMOVED BY NOON ON THE DAY PRIOR TO THE LEGAL HOLIDAY. 11. PERMITTEE SHALL NOTIFY LOCAL EMERGENCY AUTHORITIES (E.G., PERMITTEE SHALL NOTIFY LOCAL EMERGENCY AUTHORITIES (E.G., POLICE, FIRE, MEDICAL), AFFECTED BUSINESSES, SCHOOL DISTRICT(S), THE GENERAL PUBLIC, THE DISTRICT PERMIT MANAGER AND THE DISTRICT APRAS COORDINATOR AT LEAST FOURTEEN DAYS PRIOR TO ANY SIGNIFICANT TRAFFIC IMPACTS (E.G., LATERAL WIDTH RESTRICTIONS LESS THAN 16 FEET, DETOURS). 12. MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE PATA DRAWING (S) IN THE CURRENT PENNDOT PUBLICATION 213, “TEMPORARY TRAFFIC TEMPORARY TRAFFIC CONTROL GUIDELINES”. . 13. DROP OFFS CREATED BY CONSTRUCTION OPERATIONS SHALL BE DROP OFFS 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 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 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 NOTIFY THE LOCAL MUNICIPALITY WHERE SIGNALIZED INTERSECTIONS FALL WITHIN THE WORK ZONE. DO NOT FLAG A SIGNALIZED INTERSECTION WITHOUT THE MUNICIPALITY PLACING THE SIGNAL ON FLASH. 17. THE CONTRACTOR SHALL COMPLY WITH ACT 229 OF DECEMBER 2002 THE CONTRACTOR SHALL COMPLY WITH ACT 229 OF DECEMBER 2002 DURING CONSTRUCTION ACTIVITIES WITHIN PENNDOT’S RIGHT-OF-WAY.S RIGHT-OF-WAY.

42 43 44 45

40 SPEED

LIMIT SIGN

STREET SIGN

SIDE ROAD AND

ADVANCED STREET SIGNS

STREET SIGN

MB'S

GRAVEL

ASPHALT CURB

POLE SHE 1080

W/GUY

GRAVEL

C O

N C

GRAVEL

C O

N C

ASPHALT CURB

PENNDOT LEGAL R/W LINE

W/4"

W/4" DY/4"

DY/4"

W/4"

16.5' 16.5'

R /W

E TO

N S

L E

G A

L R

/W L

N S

L E

G A

L R

/W L

N S

L E

G A

L R

/W L

R /W

20' 20'

A S

P H

17' 17'

20'

A S

P H

A S

P H

A S

P H

GRAVEL

ASPHALT CURB

UTIL. POLE

W/KNEE POLE

UTIL. POLE

SHE 1075 POLE

6' WIDE FULL DEPTH TRENCH

RESTORATION PAVEMENT (TYP.)

PAVEMENT MILL AND

OVERLAY (TYP.)

UTIL. POLE

STREET

NAME SIGN

RIGHT WINDING ROAD AND

ADVISORY SPEED SIGNS

40 SPEED LIMIT SIGN

8" SDR-26

P. 10

5'4'

16"DIP

4" D

16"DIP

SANITARY SEWER

EASEMENT

6" SDR26 LATERAL

(TYP.)

16"DIP

TREES (TBR)

(TO BE HELD, TO BE RELOCATED)

DY/4"

13' 6'

STREET SIGN W/

STOP SIGN

W 2ND MOUNTAIN RD.

E R

T B

T-

C A

N A

R Y

S T.

D O

V E

S T.

SR 2006

O R

T-

7 88

MH-24

RC Type 4

MH-21

RC Type 4D

M H

-2

R C

T yp e

CSMH-23

RC Type 4

EASEMENT

EDGE OF PAVEMENT

PENNDOT R/W LINE

LEGEND

EXISTING FEATURES

STORM SEWER/CB

SANITARY SEWER/MANHOLE

WATER LINE

BUILDING WALL

EXISTING FEATURE

EDGE OF GRAVEL

TREE

OBLIQUE TEXT

PROPOSED FEATURES

EASEMENT

MILL AND OVERLAY

TRENCH LINE

SANITARY SEWER AND LATERAL

SANITARY MH

PROPERTY LINES

S S

WATER LINEW W

FENCE

STORM INLET

WV WATER VALVE

FIRE HYDRANT

DY/4"

W/4" 4" WHITE PAINTED LINE

4" DOUBLE YELLOW PAINTED LINE

PLAN

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

SIGN DATA SPREADSHEET

OWNER

P- PENNDOT

M - MUNICIPALITY

PERMIT #___

IN - INSTALL NEW

RI - REPLACE INSTALLATION

REL - RELOCATE INSTALLATION

RM - REMOVE

ER - EXISTING TO REMAIN

SR DESCRIPTION/

NOMENCLATURE SIGN TYPE/ DESCRIPTION SEGMENT OFFSET WIDTH HEIGHT ASCENDING/ DECENDING/

INTERSECTION

LEFT/ RIGHT/

OVERHEAD

P ER 2006 R2-1 SPEED LIMIT (40 MPH) 0020 1858 24" 30" A R

M ER 2006 D3-1 STREET NAME 0020 1861 24" 30" I R

M ER 2006 R1-1 STOP SIGN 0020 1870 30" 30" I R

M ER 2006 D3-1 STREET NAME 0020 2061 VAR. 6" I L

M ER 2006 D3-1 STREET NAME 0020 2061 VAR. 6" I R

M ER 2006 R1-1 STOP SIGN 0020 2061 30" 30" I R

P ER 2006 W2-2 SIDE ROAD 0020 2107 30" 30" D R

P ER 2006 R2-1 SINGLE-LINE ADVANCE STREET NAME PLAQUE 0020 2107 VAR. 8" D R

M ER 2006 R1-1 STOP SIGN 0020 2125 30" 30" I R

P ER 2006 W1-5L RIGHT WINDING ROAD 0020 2205 30" 30" A R

P ER 2006 W13-1P ADVISORY SPEED 0020 2205 18" 18" A R

P ER 2006 R2-1 SPEED LIMIT 0020 2356 24" 30" D R

STA. 40+00 THRU STA. 44+00

TYPICAL SECTION

C C

- S ys te m s D es ig n

En gi ne er in g, In c.

I:\

Pr oj ec ts

\N M

-0

G ar fie ld

A ve nu e

Se w er E xt en sio n\

D es ig n

Ph as e\ D ra w in gs

\S he et s\

d w g

- A ug us t 1

3, 1:

p m b y

'G .st ah l'

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START WORK STA 41+35.28 SEG 0020 OFF. 1959 SR 2006

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START WORK STA 40+34.10 SEG 0020 OFF. 1858 SR 2006

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SR 2006, SEG 0020, OFFSET 1860 T-691

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SR 2006, SEG 0020, OFFSET 2043 T-971

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SR 2006, SEG 0020, OFFSET 2136

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END WORK STA 40+67.07 SEG 0020 OFF. 1891 SR 2006

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END WORK STA 43+37.92 SEG 0020 OFF. 2155 SR 2006

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NORTH

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SCALE: 1" = 25'

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25 FEET

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25 FEET

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NUMBER

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JOB. NO.:

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DRAWN BY:

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CHECKED BY:

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PROPOSED IMPROVEMENT PLAN

AutoCAD SHX Text 3/10/2023

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MJP

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MAL

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GTS

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SCHUYLKILL

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NORTH MANHEIM TOWNSHIP

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AutoCAD SHX Text ROBERT & MELANIE L. WENSEL DB. 1654, PG. 054 264 W. 2ND MOUNTAIN RD. FRANKLIN M. & LISA M. FISHER DB. 2732, PG 1916 256 W. 2ND MOUNTAIN RD. STACY PIERRE/MICHELE M. CARTER DB. 2612, PG. 2416 252 W. 2ND MOUNTAIN RD. DOLORES A. MALEC DB. 1154, PG. 161 246 W. 2ND MOUNTAIN RD.

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AutoCAD SHX Text JAMES G. CARAVAN/ LEE L. LLEWELLYN DB. 2372 PG. 2935 12 ALBERT BLVD. MATTHEW A. PRADON DB. 2110, PG. 1554 263 W. 2ND MOUNTAIN RD. THOMAS M. JR. PITTMAN DB. 2275, PG. 1343 2 CANARY ST. SALVATION ARMY DB. 2949, PG. 1513 409 S. READING AVE..

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AutoCAD SHX Text ARTHUR PUCCI DB. 2404, PG. 2551 247 W. 2ND MOUNTAIN RD. DAVID J. & BONNIE S. VENKAUSKAS DB. 2406, PG. 2325 W. 2ND MOUNTAIN RD. DAVID J. & BONNIE S. VENKAUSKAS DB. 2406, PG. 2588 241 W. 2ND MOUNTAIN RD.

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0.75" SCRATCH BIT WEAR COURSE ID-2, 19', 1991

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0.50" SURFACE TREATMENT-SEAL COAT, 19, 1991

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0.50" SURF TREAT-SCRATCH-SEAL, 16', 1983

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8.0" NATIVE STONE (GRANULAR) SUBB, 16' 1943

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0.25" SURFACE TREATMENT-SEAL COAT, 20', 2012

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1.0" SPWM3, 20', 2005

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0.75" SPAV, HMA WRGLVL, 64-22, 9.5, L, 20', 2005

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0.0" SURFACE TREATMENT-SEAL COAT, 20', 2018

AutoCAD SHX Text 10'-6"

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LANE

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LANE

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NTS

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SR 2006 SR 2006

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SEG 0020, OFFSET 1858 TO 2155

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REFER TO SHEET 7 FOR FULL DEPTH RESTORATION *

AutoCAD SHX Text 14' - 16.5'

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* MILL 1-1/2" OF EXISTING PAVEMENT AND PLACE SUPERPAVE ASPHALT MIXTURE DESIGN, 9.5 MM, PG 64S-22, WEARING COURSE, 3 TO 30 MILLIONS ESAL'S, SRL H.

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EX 16" DIP WATER

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PROPOSED 8" SDR-26 SAN. SWR.

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EXISTING GROUND/ DRIVEWAY WHERE APPLICABLE

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PENNDOT LEGAL R/W LINE

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PENNDOT LEGAL R/W LINE

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EXISTING GROUND

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MATTHEW J. PELESCHAK, P.E.

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LICENSE NO. PE062894

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10.4% SLOPE

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6.8% SLOPE

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DATE:%%U 8/24/2023

EXISTING ASPHALT CURB

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PROFILE

8" SDR-26 S=0.50% 57 L.F.

8" SDR-26 S=0.50% 125 L.F.

8" SDR-26 S=0.50% 88 L.F.

16" DIP WATERMAIN

EXISTING ROAD

CENTERLINE GRADE

39+50

40+00

40+50 41+00

41+50 42+00

42+50 43+00

43+50 44+00

SR 2006 ROAD CENTERLINE PROFILE VIEW

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

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SR 2006 ROAD CENTERLINE PROFILE

AutoCAD SHX Text 3/10/2023

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MJP

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MAL

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GTS

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SCHUYLKILL

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NORTH MANHEIM TOWNSHIP

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VERTICAL

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FEET

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HORIZONTAL

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FEET

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MATTHEW J. PELESCHAK, P.E.

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LICENSE NO. PE062894

DATE:%%U 8/24/2023

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8" SDR-26 S=2.07% 259 L.F.

16" DIP WATERMAIN

EXISTING GRADE

OVER SEWER

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3+00

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8" SDR-26 S=2.56% 256 L.F.

16" DIP WATERMAIN

EXISTING GRADE

OVER SEWER

6+00

6+50 7+00

7+50 8+00

8+50 9+00

9+50 10+00

DOVE STREET SANITARY SEWER PROFILE VIEW

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

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ARGO ROAD SANITARY SEWER PROFILE VIEW

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ADDITIONAL SANITARY SEWER PROFILES

AutoCAD SHX Text 3/10/2023

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MJP

AutoCAD SHX Text 21-0140-0236

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MAL

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GTS

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SCHUYLKILL

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NORTH MANHEIM TOWNSHIP

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VERTICAL

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FEET

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HORIZONTAL

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FEET

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MATTHEW J. PELESCHAK, P.E.

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LICENSE NO. PE062894

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SCALE: 1" = 25'

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

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DETAILS

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MJP

AutoCAD SHX Text 21-0140-0236

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MAL

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GTS

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SCHUYLKILL

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NORTH MANHEIM TOWNSHIP

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TRENCH EXCAVATION

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IN ACCORDANCE

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WITH SPECIFICATIONS

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(MIN)

AutoCAD SHX Text NOTE: AASHTO NO. 57 (2B) STONE TO AASHTO NO. 57 (2B) STONE TO BE USED AT THE DISCRETION OF THE AUTHORITY / ENGINEER DUE TO WET OR MUDDY CONDITIONS.

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FLEXIBLE PENNDOT ROAD TEMPORARY PAVEMENT RESTORATION

AutoCAD SHX Text N.T.S.

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BACKFILL WITH PENNDOT 2A AGGREGATE COMPACTED PER PUB 408.

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GREEN MARKING TAPE "CAUTION: BURIED SEWER LINE BELOW"

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12-18" BELOW FINISHED GRADE

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(MIN)

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BACKFILL WITH AASHTO NO. 57 (2B) STONE COMPACTED PER PUB 408.

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5" MIN. 2A STONE (OR MATCH EXISTING WHICHEVER IS GREATER)

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EXIST. WEARING COURSE

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EXIST. BASE COURSE

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SUBBASE (IF EXISTING)

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2" (MIN.) ASPHALT MATERIAL (4" (MIN.) ASPHALT MATERIAL IN WINTER MONTHS)

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FLEXIBLE PENNDOT ROAD PERMANENT PAVEMENT RESTORATION

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TRENCH EXCAVATION IN ACCORDANCE WITH SPECIFICATIONS

AutoCAD SHX Text NOTES: 1. AASHTO NO. 57 (2B) STONE TO BE USED AT THE DISCRETION OF THE AUTHORITY/ENGINEER DUE TO AASHTO NO. 57 (2B) STONE TO BE USED AT THE DISCRETION OF THE AUTHORITY/ENGINEER DUE TO WET OR MUDDY CONDITIONS. 2. ALL PAVING RESTORATION TO BE IN ACCORDANCE WITH PUB. 408 SPECIFICATIONS. ALL PAVING RESTORATION TO BE IN ACCORDANCE WITH PUB. 408 SPECIFICATIONS. 3. TEMPORARY AND PERMANENT RESTORATION IN PENNDOT RIGHT-OF-WAY SHALL COMPLY WITH PUB 408 TEMPORARY AND PERMANENT RESTORATION IN PENNDOT RIGHT-OF-WAY SHALL COMPLY WITH PUB 408 AND THE RC DETAILS. 4.

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