1-2026-07-24 HOP Plans.pdf

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CHERRYVILLE ROAD SIDEWALK

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ALLEN

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NORTHAMPTON

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DATE: 7/24/20267/24/2026

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ENGINEER, P.E. # 095674

AutoCAD SHX Text GILMORE & ASSOCIATES, INC. 3850 SIERRA CIRCLE, SUITE 100 CENTER VALLEY, PA 18034 (610)-366-8064

AutoCAD SHX Text ONLY THOSE PLANS INCORPORATING THE RAISED PROFESSIONAL SEAL THOSE PLANS INCORPORATING THE RAISED PROFESSIONAL SEAL THOSE PLANS INCORPORATING THE RAISED PROFESSIONAL SEAL THOSE PLANS INCORPORATING THE RAISED PROFESSIONAL SEAL PLANS INCORPORATING THE RAISED PROFESSIONAL SEAL PLANS INCORPORATING THE RAISED PROFESSIONAL SEAL INCORPORATING THE RAISED PROFESSIONAL SEAL INCORPORATING THE RAISED PROFESSIONAL SEAL THE RAISED PROFESSIONAL SEAL THE RAISED PROFESSIONAL SEAL RAISED PROFESSIONAL SEAL RAISED PROFESSIONAL SEAL RAISED PROFESSIONAL SEAL PROFESSIONAL SEAL PROFESSIONAL SEAL SEAL SEAL SHOULD BE CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS BE CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS BE CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS OFFICIAL AND RELIED UPON BY USER. THIS OFFICIAL AND RELIED UPON BY USER. THIS AND RELIED UPON BY USER. THIS AND RELIED UPON BY USER. THIS AND RELIED UPON BY USER. THIS RELIED UPON BY USER. THIS RELIED UPON BY USER. THIS UPON BY USER. THIS UPON BY USER. THIS UPON BY USER. THIS BY USER. THIS BY USER. THIS USER. THIS USER. THIS THIS THIS PLAN IS PREPARED SPECIFICALLY FOR THE CLIENT AND PROJECT IS PREPARED SPECIFICALLY FOR THE CLIENT AND PROJECT IS PREPARED SPECIFICALLY FOR THE CLIENT AND PROJECT IS PREPARED SPECIFICALLY FOR THE CLIENT AND PROJECT PREPARED SPECIFICALLY FOR THE CLIENT AND PROJECT PREPARED SPECIFICALLY FOR THE CLIENT AND PROJECT PREPARED SPECIFICALLY FOR THE CLIENT AND PROJECT SPECIFICALLY FOR THE CLIENT AND PROJECT SPECIFICALLY FOR THE CLIENT AND PROJECT SPECIFICALLY FOR THE CLIENT AND PROJECT FOR THE CLIENT AND PROJECT FOR THE CLIENT AND PROJECT FOR THE CLIENT AND PROJECT THE CLIENT AND PROJECT THE CLIENT AND PROJECT THE CLIENT AND PROJECT CLIENT AND PROJECT CLIENT AND PROJECT AND PROJECT AND PROJECT AND PROJECT PROJECT PROJECT DESIGNATED HEREON. MODIFICATION, REVISION, DUPLICATION OR USE HEREON. MODIFICATION, REVISION, DUPLICATION OR USE HEREON. MODIFICATION, REVISION, DUPLICATION OR USE MODIFICATION, REVISION, DUPLICATION OR USE MODIFICATION, REVISION, DUPLICATION OR USE MODIFICATION, REVISION, DUPLICATION OR USE REVISION, DUPLICATION OR USE REVISION, DUPLICATION OR USE DUPLICATION OR USE DUPLICATION OR USE DUPLICATION OR USE OR USE OR USE USE USE USE WITHOUT THE CONSENT OF GILMORE & ASSOCIATES, INC. IS PROHIBITED. THE CONSENT OF GILMORE & ASSOCIATES, INC. IS PROHIBITED. THE CONSENT OF GILMORE & ASSOCIATES, INC. IS PROHIBITED. CONSENT OF GILMORE & ASSOCIATES, INC. IS PROHIBITED. CONSENT OF GILMORE & ASSOCIATES, INC. IS PROHIBITED. OF GILMORE & ASSOCIATES, INC. IS PROHIBITED. OF GILMORE & ASSOCIATES, INC. IS PROHIBITED. GILMORE & ASSOCIATES, INC. IS PROHIBITED. GILMORE & ASSOCIATES, INC. IS PROHIBITED. & ASSOCIATES, INC. IS PROHIBITED. & ASSOCIATES, INC. IS PROHIBITED. ASSOCIATES, INC. IS PROHIBITED. ASSOCIATES, INC. IS PROHIBITED. INC. IS PROHIBITED. INC. IS PROHIBITED. IS PROHIBITED. IS PROHIBITED. PROHIBITED. PROHIBITED. COPYRIGHT 2026 GILMORE & ASSOCIATES, INC. ALL RIGHTS RESERVED

AutoCAD SHX Text STATE ROUTE 3019 3019 IN NORTHAMPTON COUNTY NORTHAMPTON COUNTY COUNTY FROM STA. 0+45 TO STA. 2+47 0+45 TO STA. 2+47 TO STA. 2+47 2+47 LENGTH 201 FT. 0.04 MI. 201 FT. 0.04 MI. FT. 0.04 MI. 0.04 MI. MI. FROM SEG. 0020 OFFSET 0045 TO SEG. 0020 OFFSET 0247 0020 OFFSET 0045 TO SEG. 0020 OFFSET 0247 OFFSET 0045 TO SEG. 0020 OFFSET 0247 0045 TO SEG. 0020 OFFSET 0247 TO SEG. 0020 OFFSET 0247 0020 OFFSET 0247 OFFSET 0247 0247

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DRAWINGS FOR HIGHWAY OCCUPANCY PERMIT FOR

AutoCAD SHX Text SHEET INDEX: TITLE SHEET SHEET GENERAL NOTES DETAILS AND TYPICAL SECTIONS EXISTING CONDITIONS PLAN CONSTRUCTION PLAN GRADING PLAN SIGHT DISTANCE PLANS MAINTENANCE AND PROTECTION OF TRAFFIC SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEETS 8

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BOROUGH

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DISTRICT

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TOTAL SHEETS

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SECTION

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ROUTE

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TOWNSHIP

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COUNTY

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EPS #404596

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APPLICANT: ALLEN TOWNSHIP 50 SNOW HILL ROAD NORTHAMPTON, PA 18067 610-262-7012

AutoCAD SHX Text DESIGN DESIGNATION (CHERRYVILLE ROAD SR 3019) HIGHWAY CLASSIFICATION - URBAN MAJOR COLLECTOR - URBAN MAJOR COLLECTOR ROADWAY TYPOLOGY - URBAN - URBAN DESIGN SPEED - 45 MPH - 45 MPH PAVEMENT WIDTH - 33' - 33' LANE WIDTHS - TWO 10.5'-11.5' LANES - TWO 10.5'-11.5' LANES SHOULDER WIDTHS - VARIES 2'-6.25'- VARIES 2'-6.25'

AutoCAD SHX Text TRAFFIC DATA CURRENT ADT - 3,842 (2026) - 3,842 (2026) DESIGN YEAR ADT - 3,914 (2031) - 3,914 (2031) D.H.V. - 356 - 356 D - 60 - 60 T - 4 - 4 TRUCK % - 7- 7

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LIMIT OF WORK STA 0+45 SR 3019 SEGMENT 0020 OFFSET 0045

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LIMIT OF WORK STA 2+47 SR 3109 SEGMENT 0020 OFFSET 0247

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PE095674

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JOHN F. WINDT

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ALLEN TOWNSHIP

NORTHAMPTON BOROUGH

3850 SIERRA CIRCLE, SUITE 100, CENTER VALLEY, PA 18034

● 610-366-8064 ● www.gilmore-assoc.com ã

R

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BEH

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SHEET NO.:

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JOB NO.:

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OWNER:

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DATE:

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MUNICIPAL FILE NO.:

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2 OF 8 OF 88

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ALLEN TOWNSHIP, NORTHAMPTON, PENNSYLVANIA

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HIGHWAY OCCUPANCY PERMIT PLAN

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CHERRYVILLE ROAD SIDEWALK

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GENERAL NOTES

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ENGINEERING & CONSULTING SERVICES

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GILMORE & ASSOCIATES, INC.

AutoCAD SHX Text ONLY THOSE PLANS INCORPORATING THE RAISED PROFESSIONAL SEAL THOSE PLANS INCORPORATING THE RAISED PROFESSIONAL SEAL THOSE PLANS INCORPORATING THE RAISED PROFESSIONAL SEAL THOSE PLANS INCORPORATING THE RAISED PROFESSIONAL SEAL PLANS INCORPORATING THE RAISED PROFESSIONAL SEAL PLANS INCORPORATING THE RAISED PROFESSIONAL SEAL INCORPORATING THE RAISED PROFESSIONAL SEAL INCORPORATING THE RAISED PROFESSIONAL SEAL THE RAISED PROFESSIONAL SEAL THE RAISED PROFESSIONAL SEAL RAISED PROFESSIONAL SEAL RAISED PROFESSIONAL SEAL RAISED PROFESSIONAL SEAL PROFESSIONAL SEAL PROFESSIONAL SEAL SEAL SEAL SHOULD BE CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS BE CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS BE CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS OFFICIAL AND RELIED UPON BY USER. THIS OFFICIAL AND RELIED UPON BY USER. THIS AND RELIED UPON BY USER. THIS AND RELIED UPON BY USER. THIS AND RELIED UPON BY USER. THIS RELIED UPON BY USER. THIS RELIED UPON BY USER. THIS UPON BY USER. THIS UPON BY USER. THIS UPON BY USER. THIS BY USER. THIS BY USER. THIS USER. THIS USER. THIS THIS THIS PLAN IS PREPARED SPECIFICALLY FOR THE CLIENT AND PROJECT IS PREPARED SPECIFICALLY FOR THE CLIENT AND PROJECT IS PREPARED SPECIFICALLY FOR THE CLIENT AND PROJECT IS PREPARED SPECIFICALLY FOR THE CLIENT AND PROJECT PREPARED SPECIFICALLY FOR THE CLIENT AND PROJECT PREPARED SPECIFICALLY FOR THE CLIENT AND PROJECT PREPARED SPECIFICALLY FOR THE CLIENT AND PROJECT SPECIFICALLY FOR THE CLIENT AND PROJECT SPECIFICALLY FOR THE CLIENT AND PROJECT SPECIFICALLY FOR THE CLIENT AND PROJECT FOR THE CLIENT AND PROJECT FOR THE CLIENT AND PROJECT FOR THE CLIENT AND PROJECT THE CLIENT AND PROJECT THE CLIENT AND PROJECT THE CLIENT AND PROJECT CLIENT AND PROJECT CLIENT AND PROJECT AND PROJECT AND PROJECT AND PROJECT PROJECT PROJECT DESIGNATED HEREON. MODIFICATION, REVISION, DUPLICATION OR USE HEREON. MODIFICATION, REVISION, DUPLICATION OR USE HEREON. MODIFICATION, REVISION, DUPLICATION OR USE MODIFICATION, REVISION, DUPLICATION OR USE MODIFICATION, REVISION, DUPLICATION OR USE MODIFICATION, REVISION, DUPLICATION OR USE REVISION, DUPLICATION OR USE REVISION, DUPLICATION OR USE DUPLICATION OR USE DUPLICATION OR USE DUPLICATION OR USE OR USE OR USE USE USE USE WITHOUT THE CONSENT OF GILMORE & ASSOCIATES, INC. IS PROHIBITED. THE CONSENT OF GILMORE & ASSOCIATES, INC. IS PROHIBITED. THE CONSENT OF GILMORE & ASSOCIATES, INC. IS PROHIBITED. CONSENT OF GILMORE & ASSOCIATES, INC. IS PROHIBITED. CONSENT OF GILMORE & ASSOCIATES, INC. IS PROHIBITED. OF GILMORE & ASSOCIATES, INC. IS PROHIBITED. OF GILMORE & ASSOCIATES, INC. IS PROHIBITED. GILMORE & ASSOCIATES, INC. IS PROHIBITED. GILMORE & ASSOCIATES, INC. IS PROHIBITED. & ASSOCIATES, INC. IS PROHIBITED. & ASSOCIATES, INC. IS PROHIBITED. ASSOCIATES, INC. IS PROHIBITED. ASSOCIATES, INC. IS PROHIBITED. INC. IS PROHIBITED. INC. IS PROHIBITED. IS PROHIBITED. IS PROHIBITED. PROHIBITED. PROHIBITED. COPYRIGHT 2026 GILMORE & ASSOCIATES, INC. ALL RIGHTS RESERVED

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DISTRICT

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SHEET

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REVISIONS

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BY

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NUMBER

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SECTION

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NORTHAMPTON

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ALLEN TOWNSHIP

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ALLEN TOWNSHIP

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50 SNOW HILL ROAD

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NORTHAMPTON, PA 18067

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PE095674

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JOHN F. WINDT

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DATE: 7/24/20267/24/2026

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GENERAL NOTES:

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1. THE CONTRACTOR IS ENCOURAGED TO VISIT THE CONTRACTOR IS ENCOURAGED TO VISIT CONTRACTOR IS ENCOURAGED TO VISIT CONTRACTOR IS ENCOURAGED TO VISIT IS ENCOURAGED TO VISIT IS ENCOURAGED TO VISIT ENCOURAGED TO VISIT ENCOURAGED TO VISIT TO VISIT TO VISIT VISIT VISIT THE SITE. IT SHALL BE THE CONTRACTORS SITE. IT SHALL BE THE CONTRACTORS SITE. IT SHALL BE THE CONTRACTORS IT SHALL BE THE CONTRACTORS IT SHALL BE THE CONTRACTORS SHALL BE THE CONTRACTORS SHALL BE THE CONTRACTORS BE THE CONTRACTORS BE THE CONTRACTORS THE CONTRACTORS THE CONTRACTORS CONTRACTORS CONTRACTORS SOLE RESPONSIBILITY TO BECOME FAMILIAR RESPONSIBILITY TO BECOME FAMILIAR RESPONSIBILITY TO BECOME FAMILIAR TO BECOME FAMILIAR TO BECOME FAMILIAR BECOME FAMILIAR BECOME FAMILIAR FAMILIAR FAMILIAR WITH ALL SITE CONDITIONS PRIOR TO BIDDING. 2. ALL CONTRACTORS WORKING ON THIS ALL CONTRACTORS WORKING ON THIS CONTRACTORS WORKING ON THIS CONTRACTORS WORKING ON THIS WORKING ON THIS WORKING ON THIS ON THIS ON THIS THIS THIS PROJECT SHALL BE RESPONSIBLE FOR SHALL BE RESPONSIBLE FOR SHALL BE RESPONSIBLE FOR BE RESPONSIBLE FOR BE RESPONSIBLE FOR RESPONSIBLE FOR RESPONSIBLE FOR FOR FOR ENSURING THAT ALL CONSTRUCTION THAT ALL CONSTRUCTION THAT ALL CONSTRUCTION ALL CONSTRUCTION ALL CONSTRUCTION CONSTRUCTION CONSTRUCTION ACTIVITIES RELATED TO THIS PROJECT ARE RELATED TO THIS PROJECT ARE RELATED TO THIS PROJECT ARE TO THIS PROJECT ARE TO THIS PROJECT ARE THIS PROJECT ARE THIS PROJECT ARE PROJECT ARE PROJECT ARE ARE ARE PERFORMED IN ACCORDANCE WITH ALL IN ACCORDANCE WITH ALL IN ACCORDANCE WITH ALL ACCORDANCE WITH ALL ACCORDANCE WITH ALL WITH ALL WITH ALL ALL ALL APPLICABLE OSHA STANDARDS, INCLUDING, OSHA STANDARDS, INCLUDING, OSHA STANDARDS, INCLUDING, STANDARDS, INCLUDING, STANDARDS, INCLUDING, INCLUDING, INCLUDING, BUT NOT LIMITED TO, SHORING OF TRENCHES. 3. THE CONTRACTOR SHALL NOT ENCROACH THE CONTRACTOR SHALL NOT ENCROACH CONTRACTOR SHALL NOT ENCROACH CONTRACTOR SHALL NOT ENCROACH SHALL NOT ENCROACH SHALL NOT ENCROACH NOT ENCROACH NOT ENCROACH ENCROACH ENCROACH ONTO ADJOINING PROPERTIES UNLESS A ADJOINING PROPERTIES UNLESS A ADJOINING PROPERTIES UNLESS A PROPERTIES UNLESS A PROPERTIES UNLESS A UNLESS A UNLESS A A A CONSTRUCTION EASEMENT HAS BEEN EASEMENT HAS BEEN EASEMENT HAS BEEN HAS BEEN HAS BEEN BEEN BEEN GRANTED BY THE RESPECTIVE PROPERTY BY THE RESPECTIVE PROPERTY BY THE RESPECTIVE PROPERTY THE RESPECTIVE PROPERTY THE RESPECTIVE PROPERTY RESPECTIVE PROPERTY RESPECTIVE PROPERTY PROPERTY PROPERTY OWNER. THE CONTRACTOR SHALL HAVE THE CONTRACTOR SHALL HAVE THE CONTRACTOR SHALL HAVE THE CONTRACTOR SHALL HAVE CONTRACTOR SHALL HAVE CONTRACTOR SHALL HAVE SHALL HAVE SHALL HAVE HAVE HAVE PROPERTY LINES CLEARLY MARKED IN ALL LINES CLEARLY MARKED IN ALL LINES CLEARLY MARKED IN ALL CLEARLY MARKED IN ALL CLEARLY MARKED IN ALL MARKED IN ALL MARKED IN ALL IN ALL IN ALL ALL ALL AREAS WHERE GRADING WILL ENCROACH WHERE GRADING WILL ENCROACH WHERE GRADING WILL ENCROACH GRADING WILL ENCROACH GRADING WILL ENCROACH WILL ENCROACH WILL ENCROACH ENCROACH ENCROACH WITHIN FIVE (5) FEET OF THE PROPERTY FIVE (5) FEET OF THE PROPERTY FIVE (5) FEET OF THE PROPERTY (5) FEET OF THE PROPERTY (5) FEET OF THE PROPERTY FEET OF THE PROPERTY FEET OF THE PROPERTY OF THE PROPERTY OF THE PROPERTY THE PROPERTY THE PROPERTY PROPERTY PROPERTY BOUNDARY AND SHALL CONSTRUCT AND SHALL CONSTRUCT AND SHALL CONSTRUCT SHALL CONSTRUCT SHALL CONSTRUCT CONSTRUCT CONSTRUCT ADEQUATE BARRIERS TO PREVENT BARRIERS TO PREVENT BARRIERS TO PREVENT TO PREVENT TO PREVENT PREVENT PREVENT ENCROACHMENT ONTO ADJOINING PROPERTIES. 4. CONSTRUCTION OPERATIONS SHALL BE CONSTRUCTION OPERATIONS SHALL BE OPERATIONS SHALL BE OPERATIONS SHALL BE SHALL BE SHALL BE BE BE CARRIED OUT IN A MANNER SUCH THAT SOIL OUT IN A MANNER SUCH THAT SOIL OUT IN A MANNER SUCH THAT SOIL IN A MANNER SUCH THAT SOIL IN A MANNER SUCH THAT SOIL A MANNER SUCH THAT SOIL A MANNER SUCH THAT SOIL MANNER SUCH THAT SOIL MANNER SUCH THAT SOIL SUCH THAT SOIL SUCH THAT SOIL THAT SOIL THAT SOIL SOIL SOIL EROSION AND AIR/WATER POLLUTION IS AND AIR/WATER POLLUTION IS AND AIR/WATER POLLUTION IS AIR/WATER POLLUTION IS AIR/WATER POLLUTION IS POLLUTION IS POLLUTION IS IS IS MINIMIZED. STATE AND LOCAL LAWS STATE AND LOCAL LAWS STATE AND LOCAL LAWS STATE AND LOCAL LAWS AND LOCAL LAWS AND LOCAL LAWS LOCAL LAWS LOCAL LAWS LAWS LAWS CONCERNING POLLUTION ABATEMENT SHALL POLLUTION ABATEMENT SHALL POLLUTION ABATEMENT SHALL ABATEMENT SHALL ABATEMENT SHALL SHALL SHALL BE FOLLOWED. THE PROPER CONSTRUCTION FOLLOWED. THE PROPER CONSTRUCTION FOLLOWED. THE PROPER CONSTRUCTION THE PROPER CONSTRUCTION THE PROPER CONSTRUCTION THE PROPER CONSTRUCTION PROPER CONSTRUCTION PROPER CONSTRUCTION CONSTRUCTION CONSTRUCTION STABILIZATION AND MAINTENANCE SHALL BE AND MAINTENANCE SHALL BE AND MAINTENANCE SHALL BE MAINTENANCE SHALL BE MAINTENANCE SHALL BE SHALL BE SHALL BE BE BE THE RESPONSIBILITY OF THE CONTRACTOR. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IT IS THE CONTRACTOR'S RESPONSIBILITY TO IS THE CONTRACTOR'S RESPONSIBILITY TO IS THE CONTRACTOR'S RESPONSIBILITY TO THE CONTRACTOR'S RESPONSIBILITY TO THE CONTRACTOR'S RESPONSIBILITY TO CONTRACTOR'S RESPONSIBILITY TO CONTRACTOR'S RESPONSIBILITY TO RESPONSIBILITY TO RESPONSIBILITY TO TO TO OBTAIN ALL NECESSARY PERMITS FOR THIS ALL NECESSARY PERMITS FOR THIS ALL NECESSARY PERMITS FOR THIS NECESSARY PERMITS FOR THIS NECESSARY PERMITS FOR THIS PERMITS FOR THIS PERMITS FOR THIS FOR THIS FOR THIS THIS THIS PROJECT WHICH MAY INCLUDE, BUT ARE NOT WHICH MAY INCLUDE, BUT ARE NOT WHICH MAY INCLUDE, BUT ARE NOT MAY INCLUDE, BUT ARE NOT MAY INCLUDE, BUT ARE NOT INCLUDE, BUT ARE NOT INCLUDE, BUT ARE NOT BUT ARE NOT BUT ARE NOT ARE NOT ARE NOT NOT NOT LIMITED TO TRAFFIC LANE CLOSURE, TO TRAFFIC LANE CLOSURE, TO TRAFFIC LANE CLOSURE, TRAFFIC LANE CLOSURE, TRAFFIC LANE CLOSURE, LANE CLOSURE, LANE CLOSURE, CLOSURE, CLOSURE, NORTHAMPTON COUNTY CONSERVATION COUNTY CONSERVATION COUNTY CONSERVATION CONSERVATION CONSERVATION DISTRICT, PENNDOT, ETC. 6. IF DURING CONSTRUCTION, THE CONTRACTOR IF DURING CONSTRUCTION, THE CONTRACTOR DURING CONSTRUCTION, THE CONTRACTOR DURING CONSTRUCTION, THE CONTRACTOR CONSTRUCTION, THE CONTRACTOR CONSTRUCTION, THE CONTRACTOR THE CONTRACTOR THE CONTRACTOR CONTRACTOR CONTRACTOR INCURS ANY UNFORESEEN CONDITIONS, BOTH ANY UNFORESEEN CONDITIONS, BOTH ANY UNFORESEEN CONDITIONS, BOTH UNFORESEEN CONDITIONS, BOTH UNFORESEEN CONDITIONS, BOTH CONDITIONS, BOTH CONDITIONS, BOTH BOTH BOTH ABOVE AND BELOW GRADE, HE/SHE SHALL AND BELOW GRADE, HE/SHE SHALL AND BELOW GRADE, HE/SHE SHALL BELOW GRADE, HE/SHE SHALL BELOW GRADE, HE/SHE SHALL GRADE, HE/SHE SHALL GRADE, HE/SHE SHALL HE/SHE SHALL HE/SHE SHALL SHALL SHALL IMMEDIATELY NOTIFY THE ENGINEER. 7. ROAD SUBGRADES IN BACKFILLED TRENCHES ROAD SUBGRADES IN BACKFILLED TRENCHES SUBGRADES IN BACKFILLED TRENCHES SUBGRADES IN BACKFILLED TRENCHES IN BACKFILLED TRENCHES IN BACKFILLED TRENCHES BACKFILLED TRENCHES BACKFILLED TRENCHES TRENCHES TRENCHES OR OTHER EXCAVATIONS SHALL BE OTHER EXCAVATIONS SHALL BE OTHER EXCAVATIONS SHALL BE EXCAVATIONS SHALL BE EXCAVATIONS SHALL BE SHALL BE SHALL BE BE BE COMPACTED TO NOT LESS THAN 95% OF THE TO NOT LESS THAN 95% OF THE TO NOT LESS THAN 95% OF THE NOT LESS THAN 95% OF THE NOT LESS THAN 95% OF THE LESS THAN 95% OF THE LESS THAN 95% OF THE THAN 95% OF THE THAN 95% OF THE 95% OF THE 95% OF THE OF THE OF THE THE THE DETERMINED DRY DENSITY OF THE MATERIAL DRY DENSITY OF THE MATERIAL DRY DENSITY OF THE MATERIAL DENSITY OF THE MATERIAL DENSITY OF THE MATERIAL OF THE MATERIAL OF THE MATERIAL THE MATERIAL THE MATERIAL MATERIAL MATERIAL AS SET FORTH IN PENNSYLVANIA TEST SET FORTH IN PENNSYLVANIA TEST SET FORTH IN PENNSYLVANIA TEST FORTH IN PENNSYLVANIA TEST FORTH IN PENNSYLVANIA TEST IN PENNSYLVANIA TEST IN PENNSYLVANIA TEST PENNSYLVANIA TEST PENNSYLVANIA TEST TEST TEST METHOD 106B (STANDARD PROCTOR). 106B (STANDARD PROCTOR). 106B (STANDARD PROCTOR). (STANDARD PROCTOR). (STANDARD PROCTOR). PROCTOR). PROCTOR). SUBGRADE COMPACTION TO BE VERIFIED IN COMPACTION TO BE VERIFIED IN COMPACTION TO BE VERIFIED IN TO BE VERIFIED IN TO BE VERIFIED IN BE VERIFIED IN BE VERIFIED IN VERIFIED IN VERIFIED IN IN IN THE FIELD AT THE DIRECTION OF THE FIELD AT THE DIRECTION OF THE FIELD AT THE DIRECTION OF THE AT THE DIRECTION OF THE AT THE DIRECTION OF THE THE DIRECTION OF THE THE DIRECTION OF THE DIRECTION OF THE DIRECTION OF THE OF THE OF THE THE THE TOWNSHIP ENGINEER. 8. NO EXCAVATION OR FILL SHALL BE MADE NO EXCAVATION OR FILL SHALL BE MADE EXCAVATION OR FILL SHALL BE MADE EXCAVATION OR FILL SHALL BE MADE OR FILL SHALL BE MADE OR FILL SHALL BE MADE FILL SHALL BE MADE FILL SHALL BE MADE SHALL BE MADE SHALL BE MADE BE MADE BE MADE MADE MADE WITH A FACE STEEPER THAN THREE (3) A FACE STEEPER THAN THREE (3) A FACE STEEPER THAN THREE (3) FACE STEEPER THAN THREE (3) FACE STEEPER THAN THREE (3) STEEPER THAN THREE (3) STEEPER THAN THREE (3) THAN THREE (3) THAN THREE (3) THREE (3) THREE (3) (3) (3) HORIZONTAL TO ONE (1) VERTICAL. 9. BURYING OF TREES, STUMPS, OR BURYING OF TREES, STUMPS, OR OF TREES, STUMPS, OR OF TREES, STUMPS, OR TREES, STUMPS, OR TREES, STUMPS, OR STUMPS, OR STUMPS, OR OR OR CONSTRUCTION DEBRIS ON THE SITE IS DEBRIS ON THE SITE IS DEBRIS ON THE SITE IS ON THE SITE IS ON THE SITE IS THE SITE IS THE SITE IS SITE IS SITE IS IS IS PROHIBITED. 10. THE CONTRACTOR SHALL MAINTAIN POSITIVE THE CONTRACTOR SHALL MAINTAIN POSITIVE CONTRACTOR SHALL MAINTAIN POSITIVE CONTRACTOR SHALL MAINTAIN POSITIVE SHALL MAINTAIN POSITIVE SHALL MAINTAIN POSITIVE MAINTAIN POSITIVE MAINTAIN POSITIVE POSITIVE POSITIVE GUTTER LINE DRAINAGE AT THE COMPLETION LINE DRAINAGE AT THE COMPLETION LINE DRAINAGE AT THE COMPLETION DRAINAGE AT THE COMPLETION DRAINAGE AT THE COMPLETION AT THE COMPLETION AT THE COMPLETION THE COMPLETION THE COMPLETION COMPLETION COMPLETION OF PAVING AND REGRADE OR SHAPE PAVING AND REGRADE OR SHAPE PAVING AND REGRADE OR SHAPE AND REGRADE OR SHAPE AND REGRADE OR SHAPE REGRADE OR SHAPE REGRADE OR SHAPE OR SHAPE OR SHAPE SHAPE SHAPE PAVEMENT AS NECESSARY TO ASSURE AS NECESSARY TO ASSURE AS NECESSARY TO ASSURE NECESSARY TO ASSURE NECESSARY TO ASSURE TO ASSURE TO ASSURE ASSURE ASSURE DRAINAGE TO EXISTING INLETS AND OTHER TO EXISTING INLETS AND OTHER TO EXISTING INLETS AND OTHER EXISTING INLETS AND OTHER EXISTING INLETS AND OTHER INLETS AND OTHER INLETS AND OTHER AND OTHER AND OTHER OTHER OTHER DRAINAGE FACILITIES WITHIN THE PROJECT FACILITIES WITHIN THE PROJECT FACILITIES WITHIN THE PROJECT WITHIN THE PROJECT WITHIN THE PROJECT THE PROJECT THE PROJECT PROJECT PROJECT BOUNDARIES. THE CONTRACTOR SHALL THE CONTRACTOR SHALL THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL ASSURE THAT BOTH DURING AND AFTER THAT BOTH DURING AND AFTER THAT BOTH DURING AND AFTER BOTH DURING AND AFTER BOTH DURING AND AFTER DURING AND AFTER DURING AND AFTER AND AFTER AND AFTER AFTER AFTER CONSTRUCTION POSITIVE DRAINAGE IS POSITIVE DRAINAGE IS POSITIVE DRAINAGE IS DRAINAGE IS DRAINAGE IS IS IS MAINTAINED THROUGHOUT THE PROJECT THROUGHOUT THE PROJECT THROUGHOUT THE PROJECT THE PROJECT THE PROJECT PROJECT PROJECT AREA. 11. SAWLINE LOCATIONS MAY BE ADJUSTED IN SAWLINE LOCATIONS MAY BE ADJUSTED IN LOCATIONS MAY BE ADJUSTED IN LOCATIONS MAY BE ADJUSTED IN MAY BE ADJUSTED IN MAY BE ADJUSTED IN BE ADJUSTED IN BE ADJUSTED IN ADJUSTED IN ADJUSTED IN IN IN THE FIELD AS DEEMED NECESSARY BY THE FIELD AS DEEMED NECESSARY BY THE FIELD AS DEEMED NECESSARY BY THE AS DEEMED NECESSARY BY THE AS DEEMED NECESSARY BY THE DEEMED NECESSARY BY THE DEEMED NECESSARY BY THE NECESSARY BY THE NECESSARY BY THE BY THE BY THE THE THE PENNDOT REPRESENTATIVE. 12. ALL SUBSTANDARD OR DAMAGED CURB ALL SUBSTANDARD OR DAMAGED CURB SUBSTANDARD OR DAMAGED CURB SUBSTANDARD OR DAMAGED CURB OR DAMAGED CURB OR DAMAGED CURB DAMAGED CURB DAMAGED CURB CURB CURB WITHIN THE LIMITS OF WORK SHALL BE THE LIMITS OF WORK SHALL BE THE LIMITS OF WORK SHALL BE LIMITS OF WORK SHALL BE LIMITS OF WORK SHALL BE OF WORK SHALL BE OF WORK SHALL BE WORK SHALL BE WORK SHALL BE SHALL BE SHALL BE BE BE REPLACED AS NECESSARY. 13. ASPHALTIC PAVING REMOVED DURING ASPHALTIC PAVING REMOVED DURING PAVING REMOVED DURING PAVING REMOVED DURING REMOVED DURING REMOVED DURING DURING DURING CONSTRUCTION SHALL BE SAW CUT IN A SHALL BE SAW CUT IN A SHALL BE SAW CUT IN A BE SAW CUT IN A BE SAW CUT IN A SAW CUT IN A SAW CUT IN A CUT IN A CUT IN A IN A IN A A A STRAIGHT LINE. PAVEMENT REMOVED LINE. PAVEMENT REMOVED LINE. PAVEMENT REMOVED LINE. PAVEMENT REMOVED PAVEMENT REMOVED PAVEMENT REMOVED PAVEMENT REMOVED REMOVED REMOVED DURING CONSTRUCTION SHALL BE REPLACED CONSTRUCTION SHALL BE REPLACED CONSTRUCTION SHALL BE REPLACED SHALL BE REPLACED SHALL BE REPLACED BE REPLACED BE REPLACED REPLACED REPLACED IN KIND. ONLY ONE PAVEMENT JOINT SHALL KIND. ONLY ONE PAVEMENT JOINT SHALL KIND. ONLY ONE PAVEMENT JOINT SHALL ONLY ONE PAVEMENT JOINT SHALL ONLY ONE PAVEMENT JOINT SHALL ONLY ONE PAVEMENT JOINT SHALL ONE PAVEMENT JOINT SHALL ONE PAVEMENT JOINT SHALL PAVEMENT JOINT SHALL PAVEMENT JOINT SHALL JOINT SHALL JOINT SHALL SHALL SHALL BE ACCEPTABLE. NEW PAVING SHALL MATCH ACCEPTABLE. NEW PAVING SHALL MATCH ACCEPTABLE. NEW PAVING SHALL MATCH NEW PAVING SHALL MATCH NEW PAVING SHALL MATCH NEW PAVING SHALL MATCH PAVING SHALL MATCH PAVING SHALL MATCH SHALL MATCH SHALL MATCH MATCH MATCH EXISTING AND SHALL BE SEALED WITH HOT AND SHALL BE SEALED WITH HOT AND SHALL BE SEALED WITH HOT SHALL BE SEALED WITH HOT SHALL BE SEALED WITH HOT BE SEALED WITH HOT BE SEALED WITH HOT SEALED WITH HOT SEALED WITH HOT WITH HOT WITH HOT HOT HOT LIQUID ASPHALT SEALER. 14. INLET, MANHOLE, AND WATER VALVE COVER INLET, MANHOLE, AND WATER VALVE COVER MANHOLE, AND WATER VALVE COVER MANHOLE, AND WATER VALVE COVER AND WATER VALVE COVER AND WATER VALVE COVER WATER VALVE COVER WATER VALVE COVER VALVE COVER VALVE COVER COVER COVER RIMS SHALL BE SET OR RESET TO FINISH SHALL BE SET OR RESET TO FINISH SHALL BE SET OR RESET TO FINISH BE SET OR RESET TO FINISH BE SET OR RESET TO FINISH SET OR RESET TO FINISH SET OR RESET TO FINISH OR RESET TO FINISH OR RESET TO FINISH RESET TO FINISH RESET TO FINISH TO FINISH TO FINISH FINISH FINISH GRADE ELEVATIONS BY CONTRACTOR AS ELEVATIONS BY CONTRACTOR AS ELEVATIONS BY CONTRACTOR AS BY CONTRACTOR AS BY CONTRACTOR AS CONTRACTOR AS CONTRACTOR AS AS AS NEEDED. THERE WILL BE NO SEPARATE PAY THERE WILL BE NO SEPARATE PAY THERE WILL BE NO SEPARATE PAY THERE WILL BE NO SEPARATE PAY WILL BE NO SEPARATE PAY WILL BE NO SEPARATE PAY BE NO SEPARATE PAY BE NO SEPARATE PAY NO SEPARATE PAY NO SEPARATE PAY SEPARATE PAY SEPARATE PAY PAY PAY ITEM FOR RESETTING UTILITY RIMS. 15. ALL GROUND SURFACES, INCLUDING, BUT NOT ALL GROUND SURFACES, INCLUDING, BUT NOT GROUND SURFACES, INCLUDING, BUT NOT GROUND SURFACES, INCLUDING, BUT NOT SURFACES, INCLUDING, BUT NOT SURFACES, INCLUDING, BUT NOT INCLUDING, BUT NOT INCLUDING, BUT NOT BUT NOT BUT NOT NOT NOT LIMITED TO LAWN AREAS, DRIVEWAYS, TO LAWN AREAS, DRIVEWAYS, TO LAWN AREAS, DRIVEWAYS, LAWN AREAS, DRIVEWAYS, LAWN AREAS, DRIVEWAYS, AREAS, DRIVEWAYS, AREAS, DRIVEWAYS, DRIVEWAYS, DRIVEWAYS, LANDSCAPE TIES, ETC., DAMAGED OR TIES, ETC., DAMAGED OR TIES, ETC., DAMAGED OR ETC., DAMAGED OR ETC., DAMAGED OR DAMAGED OR DAMAGED OR OR OR DESTROYED DURING CONSTRUCTION SHALL BE DURING CONSTRUCTION SHALL BE DURING CONSTRUCTION SHALL BE CONSTRUCTION SHALL BE CONSTRUCTION SHALL BE SHALL BE SHALL BE BE BE REPLACED AND RESTORED IN KIND BY THE AND RESTORED IN KIND BY THE AND RESTORED IN KIND BY THE RESTORED IN KIND BY THE RESTORED IN KIND BY THE IN KIND BY THE IN KIND BY THE KIND BY THE KIND BY THE BY THE BY THE THE THE CONTRACTOR TO A CONDITION AT LEAST TO A CONDITION AT LEAST TO A CONDITION AT LEAST A CONDITION AT LEAST A CONDITION AT LEAST CONDITION AT LEAST CONDITION AT LEAST AT LEAST AT LEAST LEAST LEAST EQUAL TO THE PRECONSTRUCTION TO THE PRECONSTRUCTION TO THE PRECONSTRUCTION THE PRECONSTRUCTION THE PRECONSTRUCTION PRECONSTRUCTION PRECONSTRUCTION CONDITIONS. 16. ANY DISTURBED AREA ON WHICH ACTIVITY ANY DISTURBED AREA ON WHICH ACTIVITY DISTURBED AREA ON WHICH ACTIVITY DISTURBED AREA ON WHICH ACTIVITY AREA ON WHICH ACTIVITY AREA ON WHICH ACTIVITY ON WHICH ACTIVITY ON WHICH ACTIVITY WHICH ACTIVITY WHICH ACTIVITY ACTIVITY ACTIVITY HAS CEASED AND WHICH WILL REMAIN CEASED AND WHICH WILL REMAIN CEASED AND WHICH WILL REMAIN AND WHICH WILL REMAIN AND WHICH WILL REMAIN WHICH WILL REMAIN WHICH WILL REMAIN WILL REMAIN WILL REMAIN REMAIN REMAIN UNDISTURBED FOR MORE THAN TWENTY (20) FOR MORE THAN TWENTY (20) FOR MORE THAN TWENTY (20) MORE THAN TWENTY (20) MORE THAN TWENTY (20) THAN TWENTY (20) THAN TWENTY (20) TWENTY (20) TWENTY (20) (20) (20) DAYS MUST BE STABILIZED IMMEDIATELY. MUST BE STABILIZED IMMEDIATELY. MUST BE STABILIZED IMMEDIATELY. BE STABILIZED IMMEDIATELY. BE STABILIZED IMMEDIATELY. STABILIZED IMMEDIATELY. STABILIZED IMMEDIATELY. IMMEDIATELY. IMMEDIATELY. DISTURBED AREAS WHICH ARE NOT AT FINISH AREAS WHICH ARE NOT AT FINISH AREAS WHICH ARE NOT AT FINISH WHICH ARE NOT AT FINISH WHICH ARE NOT AT FINISH ARE NOT AT FINISH ARE NOT AT FINISH NOT AT FINISH NOT AT FINISH AT FINISH AT FINISH FINISH FINISH GRADE AND WHICH WILL BE REDISTURBED AND WHICH WILL BE REDISTURBED AND WHICH WILL BE REDISTURBED WHICH WILL BE REDISTURBED WHICH WILL BE REDISTURBED WILL BE REDISTURBED WILL BE REDISTURBED BE REDISTURBED BE REDISTURBED REDISTURBED REDISTURBED WITHIN ONE YEAR MAY BE STABILIZED IN ONE YEAR MAY BE STABILIZED IN ONE YEAR MAY BE STABILIZED IN YEAR MAY BE STABILIZED IN YEAR MAY BE STABILIZED IN MAY BE STABILIZED IN MAY BE STABILIZED IN BE STABILIZED IN BE STABILIZED IN STABILIZED IN STABILIZED IN IN IN ACCORDANCE WITH TEMPORARY SEEDING WITH TEMPORARY SEEDING WITH TEMPORARY SEEDING TEMPORARY SEEDING TEMPORARY SEEDING SEEDING SEEDING SPECIFICATIONS. DISTURBED AREAS WHICH DISTURBED AREAS WHICH DISTURBED AREAS WHICH DISTURBED AREAS WHICH AREAS WHICH AREAS WHICH WHICH WHICH ARE EITHER AT FINISHED GRADE OR WILL NOT EITHER AT FINISHED GRADE OR WILL NOT EITHER AT FINISHED GRADE OR WILL NOT AT FINISHED GRADE OR WILL NOT AT FINISHED GRADE OR WILL NOT FINISHED GRADE OR WILL NOT FINISHED GRADE OR WILL NOT GRADE OR WILL NOT GRADE OR WILL NOT OR WILL NOT OR WILL NOT WILL NOT WILL NOT NOT NOT BE REDISTURBED WITHIN ONE YEAR SHALL BE REDISTURBED WITHIN ONE YEAR SHALL BE REDISTURBED WITHIN ONE YEAR SHALL BE WITHIN ONE YEAR SHALL BE WITHIN ONE YEAR SHALL BE ONE YEAR SHALL BE ONE YEAR SHALL BE YEAR SHALL BE YEAR SHALL BE SHALL BE SHALL BE BE BE STABILIZED IN ACCORDANCE WITH PERMANENT IN ACCORDANCE WITH PERMANENT IN ACCORDANCE WITH PERMANENT ACCORDANCE WITH PERMANENT ACCORDANCE WITH PERMANENT WITH PERMANENT WITH PERMANENT PERMANENT PERMANENT SEEDING SPECIFICATIONS. 17. A MINIMUM OF FOUR INCHES (4") OF TOPSOIL A MINIMUM OF FOUR INCHES (4") OF TOPSOIL MINIMUM OF FOUR INCHES (4") OF TOPSOIL MINIMUM OF FOUR INCHES (4") OF TOPSOIL OF FOUR INCHES (4") OF TOPSOIL OF FOUR INCHES (4") OF TOPSOIL FOUR INCHES (4") OF TOPSOIL FOUR INCHES (4") OF TOPSOIL INCHES (4") OF TOPSOIL INCHES (4") OF TOPSOIL (4") OF TOPSOIL (4") OF TOPSOIL OF TOPSOIL OF TOPSOIL TOPSOIL TOPSOIL SHALL BE REDISTRIBUTED ON ALL DISTURBED BE REDISTRIBUTED ON ALL DISTURBED BE REDISTRIBUTED ON ALL DISTURBED REDISTRIBUTED ON ALL DISTURBED REDISTRIBUTED ON ALL DISTURBED ON ALL DISTURBED ON ALL DISTURBED ALL DISTURBED ALL DISTURBED DISTURBED DISTURBED AREAS OF THE SITE THAT ARE TO RECEIVE A OF THE SITE THAT ARE TO RECEIVE A OF THE SITE THAT ARE TO RECEIVE A THE SITE THAT ARE TO RECEIVE A THE SITE THAT ARE TO RECEIVE A SITE THAT ARE TO RECEIVE A SITE THAT ARE TO RECEIVE A THAT ARE TO RECEIVE A THAT ARE TO RECEIVE A ARE TO RECEIVE A ARE TO RECEIVE A TO RECEIVE A TO RECEIVE A RECEIVE A RECEIVE A A A VEGETATIVE COVER. 18. BRUSH ACCUMULATED FROM CLEARING OR BRUSH ACCUMULATED FROM CLEARING OR ACCUMULATED FROM CLEARING OR ACCUMULATED FROM CLEARING OR FROM CLEARING OR FROM CLEARING OR CLEARING OR CLEARING OR OR OR TRIMMING SHALL BE REMOVED FROM THE SITE SHALL BE REMOVED FROM THE SITE SHALL BE REMOVED FROM THE SITE BE REMOVED FROM THE SITE BE REMOVED FROM THE SITE REMOVED FROM THE SITE REMOVED FROM THE SITE FROM THE SITE FROM THE SITE THE SITE THE SITE SITE SITE AT THE END OF EACH WORK DAY. 19. ANY MUD, STONES OR DEBRIS TRACKED ONTO ANY MUD, STONES OR DEBRIS TRACKED ONTO THE PUBLIC RIGHT-OF-WAY SHALL BE IMMEDIATELY REMOVED TO THE SATISFACTION OF THE OWNER AND THE TOWNSHIP ENGINEER. 20. CONTRACTOR SHALL COMPLETELY CLEAR AND CONTRACTOR SHALL COMPLETELY CLEAR AND SHALL COMPLETELY CLEAR AND SHALL COMPLETELY CLEAR AND COMPLETELY CLEAR AND COMPLETELY CLEAR AND CLEAR AND CLEAR AND AND AND CLEAN DEBRIS FROM ALL EXISTING AND DEBRIS FROM ALL EXISTING AND DEBRIS FROM ALL EXISTING AND FROM ALL EXISTING AND FROM ALL EXISTING AND ALL EXISTING AND ALL EXISTING AND EXISTING AND EXISTING AND AND AND PROPOSED STORM DRAINAGE FACILITIES STORM DRAINAGE FACILITIES STORM DRAINAGE FACILITIES DRAINAGE FACILITIES DRAINAGE FACILITIES FACILITIES FACILITIES WITHIN THE PROJECT LIMITS AT THE THE PROJECT LIMITS AT THE THE PROJECT LIMITS AT THE PROJECT LIMITS AT THE PROJECT LIMITS AT THE LIMITS AT THE LIMITS AT THE AT THE AT THE THE THE COMPLETION OF WORK. 21. OFFER OR DEDICATION TO THE ULTIMATE OFFER OR DEDICATION TO THE ULTIMATE OR DEDICATION TO THE ULTIMATE OR DEDICATION TO THE ULTIMATE DEDICATION TO THE ULTIMATE DEDICATION TO THE ULTIMATE TO THE ULTIMATE TO THE ULTIMATE THE ULTIMATE THE ULTIMATE ULTIMATE ULTIMATE RIGHT-OF-WAY LINE SHALL RUN IN LINE SHALL RUN IN LINE SHALL RUN IN SHALL RUN IN SHALL RUN IN RUN IN RUN IN IN IN PERPETUITY IN FAVOR OF THE APPLICABLE IN FAVOR OF THE APPLICABLE IN FAVOR OF THE APPLICABLE FAVOR OF THE APPLICABLE FAVOR OF THE APPLICABLE OF THE APPLICABLE OF THE APPLICABLE THE APPLICABLE THE APPLICABLE APPLICABLE APPLICABLE GOVERNMENT AUTHORITY. 22. NO UNSUITABLE MATERIAL IS TO BE USED IN NO UNSUITABLE MATERIAL IS TO BE USED IN UNSUITABLE MATERIAL IS TO BE USED IN UNSUITABLE MATERIAL IS TO BE USED IN MATERIAL IS TO BE USED IN MATERIAL IS TO BE USED IN IS TO BE USED IN IS TO BE USED IN TO BE USED IN TO BE USED IN BE USED IN BE USED IN USED IN USED IN IN IN ANY PORTION OF THE ROADWAY PORTION OF THE ROADWAY PORTION OF THE ROADWAY OF THE ROADWAY OF THE ROADWAY THE ROADWAY THE ROADWAY ROADWAY ROADWAY CONSTRUCTION. REMOVE ANY SUBGRADE REMOVE ANY SUBGRADE REMOVE ANY SUBGRADE REMOVE ANY SUBGRADE ANY SUBGRADE ANY SUBGRADE SUBGRADE SUBGRADE THAT CANNOT BE PROPERLY COMPACTED AND CANNOT BE PROPERLY COMPACTED AND CANNOT BE PROPERLY COMPACTED AND BE PROPERLY COMPACTED AND BE PROPERLY COMPACTED AND PROPERLY COMPACTED AND PROPERLY COMPACTED AND COMPACTED AND COMPACTED AND AND AND THAT IS UNSUITABLE MATERIAL. IS UNSUITABLE MATERIAL. IS UNSUITABLE MATERIAL. UNSUITABLE MATERIAL. UNSUITABLE MATERIAL. MATERIAL. MATERIAL. UNDERCUTTING AND/OR SUBGRADE AND/OR SUBGRADE AND/OR SUBGRADE SUBGRADE SUBGRADE STABILIZATION MAY BE REQUIRED. 23. THE RESPONSIBILITY FOR ENSURING THAT ALL THE RESPONSIBILITY FOR ENSURING THAT ALL RESPONSIBILITY FOR ENSURING THAT ALL RESPONSIBILITY FOR ENSURING THAT ALL FOR ENSURING THAT ALL FOR ENSURING THAT ALL ENSURING THAT ALL ENSURING THAT ALL THAT ALL THAT ALL ALL ALL UTILITY POLES WITHIN THE PROPOSED PAVING POLES WITHIN THE PROPOSED PAVING POLES WITHIN THE PROPOSED PAVING WITHIN THE PROPOSED PAVING WITHIN THE PROPOSED PAVING THE PROPOSED PAVING THE PROPOSED PAVING PROPOSED PAVING PROPOSED PAVING PAVING PAVING ARE RELOCATED OUTSIDE OF PAVED AREAS RELOCATED OUTSIDE OF PAVED AREAS RELOCATED OUTSIDE OF PAVED AREAS OUTSIDE OF PAVED AREAS OUTSIDE OF PAVED AREAS OF PAVED AREAS OF PAVED AREAS PAVED AREAS PAVED AREAS AREAS AREAS AND SHOULDERS SHALL BE THAT OF THE SHOULDERS SHALL BE THAT OF THE SHOULDERS SHALL BE THAT OF THE SHALL BE THAT OF THE SHALL BE THAT OF THE BE THAT OF THE BE THAT OF THE THAT OF THE THAT OF THE OF THE OF THE THE THE PERMITTEE. THE UTILITY POLES MUST BE THE UTILITY POLES MUST BE THE UTILITY POLES MUST BE UTILITY POLES MUST BE UTILITY POLES MUST BE POLES MUST BE POLES MUST BE MUST BE MUST BE BE BE RELOCATED A MINIMUM OF 2FT BEHIND THE A MINIMUM OF 2FT BEHIND THE A MINIMUM OF 2FT BEHIND THE MINIMUM OF 2FT BEHIND THE MINIMUM OF 2FT BEHIND THE OF 2FT BEHIND THE OF 2FT BEHIND THE 2FT BEHIND THE 2FT BEHIND THE BEHIND THE BEHIND THE THE THE PROPOSED CURB, 4FT BEHIND THE EDGE OF CURB, 4FT BEHIND THE EDGE OF CURB, 4FT BEHIND THE EDGE OF 4FT BEHIND THE EDGE OF 4FT BEHIND THE EDGE OF BEHIND THE EDGE OF BEHIND THE EDGE OF THE EDGE OF THE EDGE OF EDGE OF EDGE OF OF OF PROPOSED UNCURBED PAVING, BEFORE THE UNCURBED PAVING, BEFORE THE UNCURBED PAVING, BEFORE THE PAVING, BEFORE THE PAVING, BEFORE THE BEFORE THE BEFORE THE THE THE START OF ANY PAVING OPERATIONS. 24. UTILITY RELOCATIONS SHALL BE IN UTILITY RELOCATIONS SHALL BE IN RELOCATIONS SHALL BE IN RELOCATIONS SHALL BE IN SHALL BE IN SHALL BE IN BE IN BE IN IN IN ACCORDANCE WITH PENNDOT DESIGN MANUAL WITH PENNDOT DESIGN MANUAL WITH PENNDOT DESIGN MANUAL PENNDOT DESIGN MANUAL PENNDOT DESIGN MANUAL DESIGN MANUAL DESIGN MANUAL MANUAL MANUAL PART 5. UTILITY RELOCATION PERMITS 5. UTILITY RELOCATION PERMITS 5. UTILITY RELOCATION PERMITS UTILITY RELOCATION PERMITS UTILITY RELOCATION PERMITS UTILITY RELOCATION PERMITS RELOCATION PERMITS RELOCATION PERMITS PERMITS PERMITS SHALL TAKE PRECEDENCE OVER THE UTILITY TAKE PRECEDENCE OVER THE UTILITY TAKE PRECEDENCE OVER THE UTILITY PRECEDENCE OVER THE UTILITY PRECEDENCE OVER THE UTILITY OVER THE UTILITY OVER THE UTILITY THE UTILITY THE UTILITY UTILITY UTILITY RELOCATION POSITIONS SHOWN ON THE HOP POSITIONS SHOWN ON THE HOP POSITIONS SHOWN ON THE HOP SHOWN ON THE HOP SHOWN ON THE HOP ON THE HOP ON THE HOP THE HOP THE HOP HOP HOP PLANS. 25. IF THE PROPOSED IMPROVEMENTS REQUIRE IF THE PROPOSED IMPROVEMENTS REQUIRE THE PROPOSED IMPROVEMENTS REQUIRE THE PROPOSED IMPROVEMENTS REQUIRE PROPOSED IMPROVEMENTS REQUIRE PROPOSED IMPROVEMENTS REQUIRE IMPROVEMENTS REQUIRE IMPROVEMENTS REQUIRE REQUIRE REQUIRE THE RELOCATION OF PENNDOT FIBER OPTIC RELOCATION OF PENNDOT FIBER OPTIC RELOCATION OF PENNDOT FIBER OPTIC OF PENNDOT FIBER OPTIC OF PENNDOT FIBER OPTIC PENNDOT FIBER OPTIC PENNDOT FIBER OPTIC FIBER OPTIC FIBER OPTIC OPTIC OPTIC CABLE(S), THE PERMITTEE IS RESPONSIBLE THE PERMITTEE IS RESPONSIBLE THE PERMITTEE IS RESPONSIBLE PERMITTEE IS RESPONSIBLE PERMITTEE IS RESPONSIBLE IS RESPONSIBLE IS RESPONSIBLE RESPONSIBLE RESPONSIBLE FOR THE FULL EXPENSE OF RELOCATING THE FULL EXPENSE OF RELOCATING THE FULL EXPENSE OF RELOCATING FULL EXPENSE OF RELOCATING FULL EXPENSE OF RELOCATING EXPENSE OF RELOCATING EXPENSE OF RELOCATING OF RELOCATING OF RELOCATING RELOCATING RELOCATING THESE FACILITIES. 26. FOR PERMITS REQUIRING A STATE INSPECTOR, FOR PERMITS REQUIRING A STATE INSPECTOR, PERMITS REQUIRING A STATE INSPECTOR, PERMITS REQUIRING A STATE INSPECTOR, REQUIRING A STATE INSPECTOR, REQUIRING A STATE INSPECTOR, A STATE INSPECTOR, A STATE INSPECTOR, STATE INSPECTOR, STATE INSPECTOR, INSPECTOR, INSPECTOR, FOLLOWING THE PERMITEE'S REQUEST TO THE PERMITEE'S REQUEST TO THE PERMITEE'S REQUEST TO PERMITEE'S REQUEST TO PERMITEE'S REQUEST TO REQUEST TO REQUEST TO TO TO BEGIN CONSTRUCTION, ALL WORK WITHIN THE CONSTRUCTION, ALL WORK WITHIN THE CONSTRUCTION, ALL WORK WITHIN THE ALL WORK WITHIN THE ALL WORK WITHIN THE WORK WITHIN THE WORK WITHIN THE WITHIN THE WITHIN THE THE THE RIGHT-OF-WAY SHALL BE COMPLETED SHALL BE COMPLETED SHALL BE COMPLETED BE COMPLETED BE COMPLETED COMPLETED COMPLETED WITHOUT TIME INTERRUPTIONS. 27. WHERE ROADWAY IMPROVEMENTS OCCUR IN WHERE ROADWAY IMPROVEMENTS OCCUR IN ROADWAY IMPROVEMENTS OCCUR IN ROADWAY IMPROVEMENTS OCCUR IN IMPROVEMENTS OCCUR IN IMPROVEMENTS OCCUR IN OCCUR IN OCCUR IN IN IN FRONT OF ANOTHER PERSON OR PERSON'S OF ANOTHER PERSON OR PERSON'S OF ANOTHER PERSON OR PERSON'S ANOTHER PERSON OR PERSON'S ANOTHER PERSON OR PERSON'S PERSON OR PERSON'S PERSON OR PERSON'S OR PERSON'S OR PERSON'S PERSON'S PERSON'S PROPERTY/FRONTAGE, THE PERMITTEE WILL THE PERMITTEE WILL THE PERMITTEE WILL PERMITTEE WILL PERMITTEE WILL WILL WILL BE REQUIRED TO PROVIDE EVIDENCE OF THEIR REQUIRED TO PROVIDE EVIDENCE OF THEIR REQUIRED TO PROVIDE EVIDENCE OF THEIR TO PROVIDE EVIDENCE OF THEIR TO PROVIDE EVIDENCE OF THEIR PROVIDE EVIDENCE OF THEIR PROVIDE EVIDENCE OF THEIR EVIDENCE OF THEIR EVIDENCE OF THEIR OF THEIR OF THEIR THEIR THEIR BEING NOTIFIED OF THE PROPOSED WORK. 28. REPLACE ALL PAVEMENT MARKINGS IN KIND REPLACE ALL PAVEMENT MARKINGS IN KIND ALL PAVEMENT MARKINGS IN KIND ALL PAVEMENT MARKINGS IN KIND PAVEMENT MARKINGS IN KIND PAVEMENT MARKINGS IN KIND MARKINGS IN KIND MARKINGS IN KIND IN KIND IN KIND KIND KIND WHERE DISTURBED BY CONSTRUCTION OF DISTURBED BY CONSTRUCTION OF DISTURBED BY CONSTRUCTION OF BY CONSTRUCTION OF BY CONSTRUCTION OF CONSTRUCTION OF CONSTRUCTION OF OF OF SHOULDER. 29. MAINTENANCE AND PROTECTION OF TRAFFIC MAINTENANCE AND PROTECTION OF TRAFFIC AND PROTECTION OF TRAFFIC AND PROTECTION OF TRAFFIC PROTECTION OF TRAFFIC PROTECTION OF TRAFFIC OF TRAFFIC OF TRAFFIC TRAFFIC TRAFFIC DURING CONSTRUCTION SHALL BE IN CONSTRUCTION SHALL BE IN CONSTRUCTION SHALL BE IN SHALL BE IN SHALL BE IN BE IN BE IN IN IN ACCORDANCE WITH APPLICABLE FIGURES IN WITH APPLICABLE FIGURES IN WITH APPLICABLE FIGURES IN APPLICABLE FIGURES IN APPLICABLE FIGURES IN FIGURES IN FIGURES IN IN IN PENNDOT PUBLICATION 213, "WORK ZONE PUBLICATION 213, "WORK ZONE PUBLICATION 213, "WORK ZONE 213, "WORK ZONE 213, "WORK ZONE "WORK ZONE "WORK ZONE ZONE ZONE TRAFFIC CONTROL GUIDELINES", AMENDED CONTROL GUIDELINES", AMENDED CONTROL GUIDELINES", AMENDED GUIDELINES", AMENDED GUIDELINES", AMENDED AMENDED AMENDED APRIL 2022, AND TITLE 67 PA CODE, 2022, AND TITLE 67 PA CODE, 2022, AND TITLE 67 PA CODE, AND TITLE 67 PA CODE, AND TITLE 67 PA CODE, TITLE 67 PA CODE, TITLE 67 PA CODE, 67 PA CODE, 67 PA CODE, PA CODE, PA CODE, CODE, CODE, CHAPTER 212, "OFFICIAL TRAFFIC CONTROL 212, "OFFICIAL TRAFFIC CONTROL 212, "OFFICIAL TRAFFIC CONTROL "OFFICIAL TRAFFIC CONTROL "OFFICIAL TRAFFIC CONTROL TRAFFIC CONTROL TRAFFIC CONTROL CONTROL CONTROL DEVICES", DATED FEBRUARY 2008 OR MOST DATED FEBRUARY 2008 OR MOST DATED FEBRUARY 2008 OR MOST FEBRUARY 2008 OR MOST FEBRUARY 2008 OR MOST 2008 OR MOST 2008 OR MOST OR MOST OR MOST MOST MOST CURRENT. 30. ALL INLETS LOCATED WITHIN PENNDOT ALL INLETS LOCATED WITHIN PENNDOT INLETS LOCATED WITHIN PENNDOT INLETS LOCATED WITHIN PENNDOT LOCATED WITHIN PENNDOT LOCATED WITHIN PENNDOT WITHIN PENNDOT WITHIN PENNDOT PENNDOT PENNDOT RIGHT-OF-WAY MUST BE EQUIPPED WITH MUST BE EQUIPPED WITH MUST BE EQUIPPED WITH BE EQUIPPED WITH BE EQUIPPED WITH EQUIPPED WITH EQUIPPED WITH WITH WITH BICYCLE SAFE GRATES. 31. ACCESS SIGNING AND PAVEMENT MARKINGS ACCESS SIGNING AND PAVEMENT MARKINGS SIGNING AND PAVEMENT MARKINGS SIGNING AND PAVEMENT MARKINGS AND PAVEMENT MARKINGS AND PAVEMENT MARKINGS PAVEMENT MARKINGS PAVEMENT MARKINGS MARKINGS MARKINGS AUTHORIZED BY THE PERMIT MUST BE BY THE PERMIT MUST BE BY THE PERMIT MUST BE THE PERMIT MUST BE THE PERMIT MUST BE PERMIT MUST BE PERMIT MUST BE MUST BE MUST BE BE BE MAINTAINED BY THE PERMITTEE. 32. DISRUPTION TO EXISTING PEDESTRIAN ROUTES DISRUPTION TO EXISTING PEDESTRIAN ROUTES TO EXISTING PEDESTRIAN ROUTES TO EXISTING PEDESTRIAN ROUTES EXISTING PEDESTRIAN ROUTES EXISTING PEDESTRIAN ROUTES PEDESTRIAN ROUTES PEDESTRIAN ROUTES ROUTES ROUTES MUST BE KEPT TO A MINIMUM AND BE KEPT TO A MINIMUM AND BE KEPT TO A MINIMUM AND KEPT TO A MINIMUM AND KEPT TO A MINIMUM AND TO A MINIMUM AND TO A MINIMUM AND A MINIMUM AND A MINIMUM AND MINIMUM AND MINIMUM AND AND AND ALTERNATIVE PEDESTRIAN ROUTES MUST BE PEDESTRIAN ROUTES MUST BE PEDESTRIAN ROUTES MUST BE ROUTES MUST BE ROUTES MUST BE MUST BE MUST BE BE BE PROVIDED IF LONG TERM DISRUPTIONS WILL IF LONG TERM DISRUPTIONS WILL IF LONG TERM DISRUPTIONS WILL LONG TERM DISRUPTIONS WILL LONG TERM DISRUPTIONS WILL TERM DISRUPTIONS WILL TERM DISRUPTIONS WILL DISRUPTIONS WILL DISRUPTIONS WILL WILL WILL OCCUR. 33. ALL TRENCH OPERATIONS WITHIN THE LEGAL ALL TRENCH OPERATIONS WITHIN THE LEGAL TRENCH OPERATIONS WITHIN THE LEGAL TRENCH OPERATIONS WITHIN THE LEGAL OPERATIONS WITHIN THE LEGAL OPERATIONS WITHIN THE LEGAL WITHIN THE LEGAL WITHIN THE LEGAL THE LEGAL THE LEGAL LEGAL LEGAL RIGHT-OF-WAY OF THE STATE HIGHWAY OF THE STATE HIGHWAY OF THE STATE HIGHWAY THE STATE HIGHWAY THE STATE HIGHWAY STATE HIGHWAY STATE HIGHWAY HIGHWAY HIGHWAY MUST BE CONDUCTED IN ACCORDANCE WITH BE CONDUCTED IN ACCORDANCE WITH BE CONDUCTED IN ACCORDANCE WITH CONDUCTED IN ACCORDANCE WITH CONDUCTED IN ACCORDANCE WITH IN ACCORDANCE WITH IN ACCORDANCE WITH ACCORDANCE WITH ACCORDANCE WITH WITH WITH OSHAS EXCAVATION STANDARD 29CFR PART EXCAVATION STANDARD 29CFR PART EXCAVATION STANDARD 29CFR PART STANDARD 29CFR PART STANDARD 29CFR PART 29CFR PART 29CFR PART PART PART 1926, SUBPART P. 34. AN UP-TO-DATE COPY OF THE PENNDOT RC AN UP-TO-DATE COPY OF THE PENNDOT RC UP-TO-DATE COPY OF THE PENNDOT RC UP-TO-DATE COPY OF THE PENNDOT RC COPY OF THE PENNDOT RC COPY OF THE PENNDOT RC OF THE PENNDOT RC OF THE PENNDOT RC THE PENNDOT RC THE PENNDOT RC PENNDOT RC PENNDOT RC RC RC STANDARDS WILL BE PROVIDED TO THE WILL BE PROVIDED TO THE WILL BE PROVIDED TO THE BE PROVIDED TO THE BE PROVIDED TO THE PROVIDED TO THE PROVIDED TO THE TO THE TO THE THE THE CONTRACTOR PRIOR TO THE START OF PRIOR TO THE START OF PRIOR TO THE START OF TO THE START OF TO THE START OF THE START OF THE START OF START OF START OF OF OF CONSTRUCTION. 35. A SEPARATE HIGHWAY OCCUPANCY PERMIT A SEPARATE HIGHWAY OCCUPANCY PERMIT SEPARATE HIGHWAY OCCUPANCY PERMIT SEPARATE HIGHWAY OCCUPANCY PERMIT HIGHWAY OCCUPANCY PERMIT HIGHWAY OCCUPANCY PERMIT OCCUPANCY PERMIT OCCUPANCY PERMIT PERMIT PERMIT APPLICATION MUST BE SUBMITTED TO THE MUST BE SUBMITTED TO THE MUST BE SUBMITTED TO THE BE SUBMITTED TO THE BE SUBMITTED TO THE SUBMITTED TO THE SUBMITTED TO THE TO THE TO THE THE THE DEPARTMENT FOR THE RELOCATION OF ANY FOR THE RELOCATION OF ANY FOR THE RELOCATION OF ANY THE RELOCATION OF ANY THE RELOCATION OF ANY RELOCATION OF ANY RELOCATION OF ANY OF ANY OF ANY ANY ANY UTILITIES. THE APPLICANT IS RESPONSIBLE THE APPLICANT IS RESPONSIBLE THE APPLICANT IS RESPONSIBLE APPLICANT IS RESPONSIBLE APPLICANT IS RESPONSIBLE IS RESPONSIBLE IS RESPONSIBLE RESPONSIBLE RESPONSIBLE FOR COORDINATING WITH THE APPROPRIATE COORDINATING WITH THE APPROPRIATE COORDINATING WITH THE APPROPRIATE WITH THE APPROPRIATE WITH THE APPROPRIATE THE APPROPRIATE THE APPROPRIATE APPROPRIATE APPROPRIATE UTILITY FACILITY AND THE DEPARTMENT FACILITY AND THE DEPARTMENT FACILITY AND THE DEPARTMENT AND THE DEPARTMENT AND THE DEPARTMENT THE DEPARTMENT THE DEPARTMENT DEPARTMENT DEPARTMENT REGARDING ANY UTILITY RELOCATION. 36. PAINTED CROSSWALKS SHALL BE PROVIDED PAINTED CROSSWALKS SHALL BE PROVIDED CROSSWALKS SHALL BE PROVIDED CROSSWALKS SHALL BE PROVIDED SHALL BE PROVIDED SHALL BE PROVIDED BE PROVIDED BE PROVIDED PROVIDED PROVIDED AT INTERSECTIONS BETWEEN TRAILS AND/OR INTERSECTIONS BETWEEN TRAILS AND/OR INTERSECTIONS BETWEEN TRAILS AND/OR BETWEEN TRAILS AND/OR BETWEEN TRAILS AND/OR TRAILS AND/OR TRAILS AND/OR AND/OR AND/OR SIDEWALKS LOCATED ON OPPOSITE SIDES OF LOCATED ON OPPOSITE SIDES OF LOCATED ON OPPOSITE SIDES OF ON OPPOSITE SIDES OF ON OPPOSITE SIDES OF OPPOSITE SIDES OF OPPOSITE SIDES OF SIDES OF SIDES OF OF OF THE STREET AND/OR WHERE A STREET AND/OR WHERE A STREET AND/OR WHERE A AND/OR WHERE A AND/OR WHERE A WHERE A WHERE A A A TRAIL/SIDEWALK ENDS ON ONE SIDE OF A ENDS ON ONE SIDE OF A ENDS ON ONE SIDE OF A ON ONE SIDE OF A ON ONE SIDE OF A ONE SIDE OF A ONE SIDE OF A SIDE OF A SIDE OF A OF A OF A A A STREET AND ANOTHER TRAIL/SIDEWALK AND ANOTHER TRAIL/SIDEWALK AND ANOTHER TRAIL/SIDEWALK ANOTHER TRAIL/SIDEWALK ANOTHER TRAIL/SIDEWALK TRAIL/SIDEWALK TRAIL/SIDEWALK STARTS ON THE OPPOSITE SIDE OF THE ON THE OPPOSITE SIDE OF THE ON THE OPPOSITE SIDE OF THE THE OPPOSITE SIDE OF THE THE OPPOSITE SIDE OF THE OPPOSITE SIDE OF THE OPPOSITE SIDE OF THE SIDE OF THE SIDE OF THE OF THE OF THE THE THE STREET. 37. DRAINAGE INSTALLED BY THIS PERMIT IS THE DRAINAGE INSTALLED BY THIS PERMIT IS THE INSTALLED BY THIS PERMIT IS THE INSTALLED BY THIS PERMIT IS THE BY THIS PERMIT IS THE BY THIS PERMIT IS THE THIS PERMIT IS THE THIS PERMIT IS THE PERMIT IS THE PERMIT IS THE IS THE IS THE THE THE PRIMARY RESPONSIBILITY OF THE LOCAL RESPONSIBILITY OF THE LOCAL RESPONSIBILITY OF THE LOCAL OF THE LOCAL OF THE LOCAL THE LOCAL THE LOCAL LOCAL LOCAL GOVERNMENT TO CONTINUALLY MAINTAIN OR TO CONTINUALLY MAINTAIN OR TO CONTINUALLY MAINTAIN OR CONTINUALLY MAINTAIN OR CONTINUALLY MAINTAIN OR MAINTAIN OR MAINTAIN OR OR OR REPLACE.

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PENNDOT GENERAL NOTES:

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1. THE EXISTING SPEED LIMIT ON CHERRYVILLE THE EXISTING SPEED LIMIT ON CHERRYVILLE EXISTING SPEED LIMIT ON CHERRYVILLE EXISTING SPEED LIMIT ON CHERRYVILLE SPEED LIMIT ON CHERRYVILLE SPEED LIMIT ON CHERRYVILLE LIMIT ON CHERRYVILLE LIMIT ON CHERRYVILLE ON CHERRYVILLE ON CHERRYVILLE CHERRYVILLE CHERRYVILLE ROAD S.R. 3019 IS 45 M.P.H. 2. THE LEGAL RIGHT-OF-WAY OF SR 3019 IS THE LEGAL RIGHT-OF-WAY OF SR 3019 IS LEGAL RIGHT-OF-WAY OF SR 3019 IS LEGAL RIGHT-OF-WAY OF SR 3019 IS RIGHT-OF-WAY OF SR 3019 IS RIGHT-OF-WAY OF SR 3019 IS OF SR 3019 IS OF SR 3019 IS SR 3019 IS SR 3019 IS 3019 IS 3019 IS IS IS 33 FEET BASED ON PLAN ENTITLED FEET BASED ON PLAN ENTITLED FEET BASED ON PLAN ENTITLED BASED ON PLAN ENTITLED BASED ON PLAN ENTITLED ON PLAN ENTITLED ON PLAN ENTITLED PLAN ENTITLED PLAN ENTITLED ENTITLED ENTITLED "COMMONWEALTH OF PENNSYLVANIA, OF PENNSYLVANIA, OF PENNSYLVANIA, PENNSYLVANIA, PENNSYLVANIA, DEPARTMENT OF HIGHWAYS, DRAWINGS FOR OF HIGHWAYS, DRAWINGS FOR OF HIGHWAYS, DRAWINGS FOR HIGHWAYS, DRAWINGS FOR HIGHWAYS, DRAWINGS FOR DRAWINGS FOR DRAWINGS FOR FOR FOR CONSTRUCTION AND CONDEMNATION OF RIGHT AND CONDEMNATION OF RIGHT AND CONDEMNATION OF RIGHT CONDEMNATION OF RIGHT CONDEMNATION OF RIGHT OF RIGHT OF RIGHT RIGHT RIGHT OF WAY, ROUTE No. 48060, SECTION No. 3, WAY, ROUTE No. 48060, SECTION No. 3, WAY, ROUTE No. 48060, SECTION No. 3, ROUTE No. 48060, SECTION No. 3, ROUTE No. 48060, SECTION No. 3, No. 48060, SECTION No. 3, No. 48060, SECTION No. 3, 48060, SECTION No. 3, 48060, SECTION No. 3, SECTION No. 3, SECTION No. 3, No. 3, No.