cedar_ave_full_plans_updated_(1).pdf

PDF 19 MB Posted Apr 11, 2025

Attached to: Cedar Avenue Streetscape Maintenance State and local contract opportunity
Solicitation number: 2025-ITB-064
Issued by: Lackawanna County, Mount Aetna CDP, Pennsylvania

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Written by GovTribe AI · Jun 27, 2025

The document is a comprehensive set of highway occupancy permit (HOP) application plans for Cedar Avenue Improvements, prepared by Barry Isett & Associates for the City of Scranton in Lackawanna County, Pennsylvania. The project covers State Route 3023 (Cedar Avenue) from Station 00+53.89 to Station 11+47.81, spanning approximately 1,222 feet (0.028 miles). The plans include detailed engineering drawings for demolition, existing conditions, site improvements, grading, construction details, pavement restoration, and traffic control, with multiple plan sheets documenting existing utilities, right-of-way, sidewalks, curbs, and intersections along the project corridor.

The plans outline specific improvements including sidewalk and curb reconstruction, pavement restoration, utility relocation, drainage modifications, and traffic signage updates. The project involves maintaining existing ADA access ramps, resetting utility valve boxes, and reconstructing driveways with reinforced concrete aprons. The engineering drawings provide precise measurements, elevation details, and specifications for materials and construction methods, with notes emphasizing contractor responsibilities for site conditions, utility protection, and matching existing grades. The comprehensive documentation suggests a detailed urban streetscape renovation project aimed at improving infrastructure and pedestrian accessibility along Cedar Avenue in Scranton.

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Other files for this state and local contract opportunity

Other files attached to Cedar Avenue Streetscape Maintenance, newest first.
File	Type	Posted
Cedar_Avenue_Streetscape_Maintenance_(Addendum_#1_Revision).pdf	PDF	May 12, 2025
cedar_ave_specs_(1)_updated.pdf	PDF	Apr 14, 2025
cedar_ave_bid_form_(2).pdf	PDF	Apr 11, 2025
Bid_Form_Template_9.17.24.docx	DOCX document	Apr 11, 2025
Federal_Certification_Regarding_Lobbying_as_of_8.9.24.pdf	PDF	Apr 11, 2025

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BARRYISETT&associatesINC

MULTI- DISCIPLINE ENGINEERS AND CONSULTANTS

610 .398 .0904 barryisett.comKnow what's below.

before you dig.Call

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CITY OF SCRANTON

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DISTRICT

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LACKAWANNA

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COUNTY

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SHEET

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ROUTE

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SECTION

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1 OF ?

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SR 3023

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25 FEET

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%%USCALE

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25 FEET

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REVISION

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DATE

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REVISED FOR BID PLAN SET

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KOT

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REV. NO.

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HIGHWAY OCCUPANCY PERMIT PLAN

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DSGN: KOT

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DRAWN: KOT

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CHK: RS

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DATE: 03/04/25

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JOB NO.: 366424.002

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SHEET:

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2 OF X

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CEDAR AVE IMPROVEMENTS

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AutoCAD SHX Text FILENAME: C:\USERS\KTHOMAS\DC\ACCDOCS\BARRY ISETT AND ASSOCIATES\366424.002_SCRANTON_OECD_CEDAR_AVE\PROJECT FILES\CIVIL\_PROD\366424002_03_CD-1.DWG - March 24, 2025 5:02 PM

AutoCAD SHX Text PENNDOT NOTES: : 1. ALL WORK IN PENNDOT RIGHT-OF-WAY IS TO BE BUILT IN ACCORDANCE WITH: ALL WORK IN PENNDOT RIGHT-OF-WAY IS TO BE BUILT IN ACCORDANCE WITH: a. PENNDOT PUB. 408 SPECIFICATIONS b. PENNDOT PUB. 34, 35, 41 AND 42 c. PENNDOT PUB. 72M, RC-20M (NOV 1, 2022), RC-21M(JUN 1 2010), RC-26M(NOV 30, 2021), RC-27(NOV 30, 2021), RC-28M(SEPT 1, 2023), RC-64M (FEB 19, 2021), AND RC-67M (FEB 19, 2021) d. PENNDOT PUB. 148 ,149 e. PENNDOT PUB. 282 f. PENNDOT PUB. 213 (67 PA CODE, CHAPTER 212) FIGURES PATA 101-A, PATA 102, PATA 103, PATA, 216, 217 AND 219. g. PENNDOT PUB. 70M h. PENNDOT PUB. 111M, TC-8702B (JUN 13, 2013) i. PENNDOT PUB. 13M CHAP. 6.2.B.1.b AND PENNDOT PUB. 14M, SECTION 2.3.A.1 j. PENNDOT PUB. 236M, k. PENNSYLVANIA CODE TITLE 67, CHAPTERS 441 AND 459 l. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) - LATEST PENNDOT ADOPTED EDITION 2. THE LEGAL RIGHT-OF-WAY ON SR 3023 IS 60FT, FROM STA. 00+53.89 TO STA. 11+47.81 BASED ON "DRAWINGS THE LEGAL RIGHT-OF-WAY ON SR 3023 IS 60FT, FROM STA. 00+53.89 TO STA. 11+47.81 BASED ON "DRAWINGS FOR CONSTRUCTION" OF SR0011 & 3023, SECTION 203 SIGNED BY HOWARD YERUSALIM, SECRETARY OF TRANSPORTATION (ON BEHALF OF THE GOVERNOR AS WELL AS HIMSELF) ON APRIL 6, 1990. 3. THIS PERMIT MAY BE RESTRICTED ON WORKING HOURS AND TIMES FOR HOLIDAYS, WEEKENDS, AND SPECIAL OR THIS PERMIT MAY BE RESTRICTED ON WORKING HOURS AND TIMES FOR HOLIDAYS, WEEKENDS, AND SPECIAL OR UNFORESEEN EVENTS AND WILL REQUIRE APPROVAL FROM THE COUNTY OFFICE PRIOR TO WORKING DURING THESE PERIODS. 4. FOR PERMITS REQUIRING A STATE INSPECTOR, FOLLOWING THE PERMITTEE'S REQUEST TO BEGIN CONSTRUCTION, ALL 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. 5. WHERE ROADWAY IMPROVEMENTS OCCUR IN FRONT OF ANOTHER PERSON OR PERSON'S PROPERTY/FRONTAGE, THE WHERE ROADWAY IMPROVEMENTS OCCUR IN FRONT OF ANOTHER PERSON OR PERSON'S PROPERTY/FRONTAGE, THE PERMITEE WILL BE REQUIRED TO PROVIDE EVIDENCE OF THEIR BEING NOTIFIED OF THE PROPOSED WORK. 6. MATERIAL CERTIFICATIONS MUST BE PROVIDED, BY AN APPROVED MANUFACTURER LISTED IN THE DEPARTMENT'S 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 R/W. 7. ALL SLOPE MEASUREMENTS WILL BE INSPECTED/VERIFIED WITH A 2 FOOT SMART LEVEL. ALL SLOPE MEASUREMENTS WILL BE INSPECTED/VERIFIED WITH A 2 FOOT SMART LEVEL. 8. FINAL APPROVAL OF THE PROPOSED SAWCUT LOCATION WILL BE AT THE DISCRETION OF 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 THE TRAVEL LANE, IT WILL BE NECESSARY TO MILL AND OVERLAY THE TRAVEL LANE TO PREVENT A JOINT IN A WHEEL PATH. 9. MODIFICATIONS TO EXISTING DRAINAGE STRUCTURES MAY RESULT IN THE NEED TO REPLACE THE STRUCTURE. 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. 10. CONTRACTOR WILL NOTIFY THE PENNDOT PRESS OFFICE AT 570-963-4044 A MINIMUM OF SEVEN WORKING DAYS CONTRACTOR WILL NOTIFY THE PENNDOT PRESS OFFICE AT 570-963-4044 A MINIMUM OF SEVEN WORKING DAYS PRIOR TO THE CLOSING OF TRAVEL A LANE. CONTACT DISTRICT PERMIT OFFICE AT LEAST 3 WORK DAYS PRIOR TO START OF WORK AT (570) 963-4055. 11. TOPOGRAPHIC INFORMATION CONCERNING UNDERGROUND UTILITIES HAVE BEEN COMPILED FROM OBSERVABLE FIELD TOPOGRAPHIC INFORMATION CONCERNING UNDERGROUND UTILITIES HAVE BEEN COMPILED FROM OBSERVABLE FIELD MEASUREMENTS. PRIOR TO ANY EXCAVATIONS, UNDERGROUND UTILITIES MUST BE FIELD VERIFIED BY CALLING THE PA ONE CALL SYSTEM: 1-800-242-1776.

AutoCAD SHX Text M.P.T. NOTES: : THIS WORK CONSISTS OF THE MAINTENANCE OF TRAFFIC AND THE PROTECTION OF THE TRAVELING PUBLIC APPROACHING THE CONSTRUCTION AREA AND WITHIN THE LIMITS OF CONSTRUCTION. THE SAFETY FOR PEDESTRIANS WILL ALSO BE MAINTAINED AT ALL TIMES OF CONSTRUCTION AND APPROACHING THE CONSTRUCTION AREA. FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROL SIGNS AND DEVICES. MAINTAIN TRAFFIC DURING HOURS OF CONSTRUCTION AND AT ALL OTHER TIMES IN ACCORDANCE WITH: 1. PA. CODE, TITLE 67, PUB. 213, WORK ZONE TRAFFIC CONTROL (PATA FIGURES 101-A, 102, AND 103. PA. CODE, TITLE 67, PUB. 213, WORK ZONE TRAFFIC CONTROL (PATA FIGURES 101-A, 102, AND 103. FIGURES 101-A, 102, AND 103. . 2. PA. CODE, TITLE 67, CHAPTER 212, OFFICIAL TRAFFIC CONTROL DEVICES. PA. CODE, TITLE 67, CHAPTER 212, OFFICIAL TRAFFIC CONTROL DEVICES. 3. PDT PUBLICATION NO. 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15). PDT PUBLICATION NO. 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15). 4. PDT PUBLICATION NO. 408, SPECIFICATIONS. PDT PUBLICATION NO. 408, SPECIFICATIONS. IMMEDIATELY UPON COMPLETION OF THE WORK, REMOVE THE DEVICES. THE DEPARTMENT WILL REMOVE ANY TRAFFIC CONTROL DEVICES ERECTED BY DEPARTMENT FORCES. THE ENGINEER WILL INSPECT ALL TRAFFIC CONTROL DEVICES PRIOR TO START OF WORK. COVER OR REMOVE ALL SIGNS NOT IN USE AND ALL CONFLICTING SIGNS AND ALL CONFLICTING PAVEMENT MARKINGS. ALL SIGNS TO BE MOUNTED ON TYPE III BARRICADES UNLESS OTHERWISE NOTED. ALL SIGNS TO BE IN NEW OR LIKE NEW CONDITION AND MAINTAINED AS SUCH. DRIVEWAYS ARE TO BE KEPT ACCESSIBLE AT ALL TIMES. LOCATE ALL SIGNS SO THAT SIGHT DISTANCE WILL NOT BE OBSTRUCTED AT DRIVEWAYS AND SIDE STREETS. ALL LONG TERM ADVANCE WARNING SIGNS TO BE TYPE VIII SHEETING ON FREEWAY OR EXPRESSWAY PROJECTS, AND TYPE III SHEETING ON OTHER CONSTRUCTION PROJECTS. CONTRACTOR IS TO NOTIFY LOCAL EMERGENCY UNITS (POLICE, FIRE, MEDICAL, ETC.), BUSINESSES, SCHOOL DISTRICT AND THE GENERAL PUBLIC AT LEAST ON WEEK PRIOR TO THE START OF WORK. ALL ARROW PANELS AND SHADOW VEHICLES ARE NOW REQUIRED WHERE PREVIOUSLY SHOWN AS OPTIONAL IN ALL PADOT PUB 213 FIGURES.

AutoCAD SHX Text GENERAL PERMIT NOTES: : THE RIGHT-OF-WAY IS 60' ACCESS. (FREE) THE EXISTING SPEED LIMIT ON S.R. 3023 (CEDAR AVE) IS 25 MPH. ALL WORK WITHIN PA. D.O.T. RIGHT-OF-WAY IS TO BE BUILT ACCORDING TO CURRENT: 1. PA. D.O.T. PUBLICATION NO. 408, SPECIFICATIONS. PA. D.O.T. PUBLICATION NO. 408, SPECIFICATIONS. 2. PA. D.O.T. PUBLICATION NO. 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15). PA. D.O.T. PUBLICATION NO. 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15). 3. PA. D.O.T. PUBLICATION NO. 72, STANDARDS FOR ROADWAY CONSTRUCTION. PA. D.O.T. PUBLICATION NO. 72, STANDARDS FOR ROADWAY CONSTRUCTION. PA. D.O.T. RIGHT-OF-WAY WILL NOT BE USED FOR PARKING. ANY DRAINAGE INSTALLED AS PART OF THIS PERMIT IS THE RESPONSIBILITY OF THE PERMITEE TO MAINTAIN. MAINTENANCE OF ALL SIGNS AND PAVEMENT MARKINGS IS THE RESPONSIBILITY OF THE PERMITTEE. THE PERMITTEE MUST CONTACT THE PENNSYLVANIA ONE-CALL NUMBER AT 1-800-242-1776, THREE WORKING DAYS PRIOR TO THE START OF WORK TO HAVE ALL UTILITIES MARKED IN THE WORK AREA. IF A TRAFFIC SIGNAL IS WITHIN 500 FT. OF THE SITE CALL THE DISTRICT TRAFFIC ENGINEER AT (570) 963-3187 AT LEAST 3 DAYS PRIOR TO THE START OF WORK. PERMITTEE/CONTRACTOR MUST CONTACT THE DISTRICT'S PERMIT PROJECT MANAGER AT (570) 963-4055 AT LEAST 3 DAYS PRIOR TO THE START OF ANY (INCLUDING ON-SITE) DRAINAGE WORK. PRIOR TO RESTRICTING TRAVEL WAY TO LESS THAN 16-FEET, PERMITTEE/CONTRACTOR MUST CONTACT THE DISTRICTS COORDINATOR AT (570) 963-3505, 10-DAYS PRIOR TO RESTRICTION. ALL SIGNS ASSOCIATED WITH THIS PERMIT WILL BE INSTALLED AT A HEIGHT OF SEVEN FEET MEASURED FROM THE BOTTOM OF THE SIGN TO THE GROUND. ALL NON-LONGITUDINAL PAVEMENT MARKINGS ASSOCIATED WITH THIS PERMIT ARE TO BE: 3M TYPE 380 INLAID ON NEW SURFACES, HOT APPLIED THERMAL PLASTIC ON EXISTING OR APPROVED EQUAL. ALL DISTURBED LANE LINES ARE THE RESPONSIBILITY OF THE PERMITTEE TO REPLACE. THE PERMITTEE IS RESPONSIBLE FOR THE COORDINATION OF RELOCATING ANY CONFLICTING UTILITIES WHICH ARE A RESULT OF THESE IMPROVEMENTS. THE RESPONSIBILITY FOR ENSURING THAT ALL UTILITY POLES WITHIN THE PROPOSED PAVING ARE RELOCATED OUTSIDE OF PAVED AREAS AND SHOULDERS SHALL BE THAT OF THE PERMITTEE. THE UTILITY POLES MUST BE RELOCATED BEFORE THE START OF ANY PAVING OPERATIONS.

AutoCAD SHX Text SCRANTON SEWER AUTHORITY 2699 STAFFORD AVE. SCRANTON, PA 18505 CONTACT: MAUREEN McNICHOLS PHONE: 570-969-6638 EMAIL: mmcnichols@scrantonsewerauthority.com

AutoCAD SHX Text LIST OF PUBLIC UTILITIES CITY OF SCRANTON ACT 38 - LIST OF UNDERGROUND USERS PA ONE CALL - 1-800-242-1776 SERIAL #20240803574

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PIKE

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WAYNE

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WYOMING

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DUNMORE

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SUSQUEHANNA

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MONROE

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LEHIGH

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NORTHAMPTON

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COLUMBIA

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LUZERNE

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SCHUYLKILL

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ALLENTOWN

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CARBON

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LACKAWANNA

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TIOGA

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LYCOMING

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POTTER

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UNION

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SNYDER

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NORTHUMBERLAND

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CENTRE

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CLINTON

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MIFFLIN

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JUNIATA

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MONTOURSVILLE

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MONTOUR

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SULLIVAN

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BRADFORD

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BUCKS

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MONTGOMERY

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DELA-

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WARE

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LANCASTER

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CHESTER

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PERRY

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FULTON

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CUMBERLAND

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HARRISBURG

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YORK

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HUNTINGTON

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LEBANON

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DAUPHIN

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BERKS

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DISTRICT OFFICE

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KING OF PRUSSIA

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PROJECT LOCATION

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PHILADELPHIA

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MC KEAN

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ELK

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WARREN

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VENANGO

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FOREST

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CAMBRIA

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CLARION

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ARMSTRONG

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INDIANA

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JEFFERSON

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ERIE

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LAWRENCE

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OIL CITY

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BUTLER

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CRAWFORD

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FAYETTE

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UNIONTOWN

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SOMERSET

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GREENE

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CLEARFIELD

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CAMERON

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AutoCAD SHX Text "PURSUANT TO THE REQUIREMENTS OF PA ACT 287 OF 1974 AS AMENDED 73P.S. § 176 et seq. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THESE PLANS HAVE BEEN DEVELOPED FROM EXISTING UTILITY RECORDS AND/OR ABOVE-GROUND EXAMINATIONS OF THE SITE. COMPLETENESS, ACCURACY, LOCATION AND DEPTH OF UNDERGROUND UTILITIES OR STRUCTURES CANNOT BE GUARANTEED. THE CONTRACTORS, AT LEAST THREE (3) DAYS PRIOR TO PERFORMING ANY EXCAVATIONS, SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS AND DEPTHS OF ALL UNDERGROUND FACILITIES LOCATED WITHIN THE VICINITY OF THE WORK SITE IN ACCORDANCE WITH ACT 287 OF 1974 AS AMENDED. (PA ONE CALL SYSTEM, INC. 1-800-242-1776)."

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%%UNOTE

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THE SITE SERIAL NUMBER IS 2024080357420240803574

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PROJECT LOCATION

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LISTING OF PUBLIC UTILITIES

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GAS

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AutoCAD SHX Text UGI UTILITIES, INC. (GAS) (570)829-8874 1 UGI DR WILKES BARRE, PA. 18711 CONTACT: AMANDA NIXON EMAIL: ANIXON@UGI.COM

AutoCAD SHX Text FRONTIER COMMUNICATIONS OF PA INC (570) 208-3375 300E LAIRD ST WILKES BARRE, PA. 18702 CONTACT: MICHAEL NAVICH EMAIL: MICHAEL.NAVICH@FTR.COM

AutoCAD SHX Text AT&T (814)321-6470 1100 3RD AVE ALTOONA, PA. 16602 CONTACT: PAT SUTTON EMAIL:PS4364@ATT.COM

AutoCAD SHX Text VERIZON PENNSYLVANIA LLC (724)656-5224 40 S MERCER ST NEW CASTLE, PA. 16101 CONTACT: TRICIA JACOBS EMAIL:TRICIA.L.JACOBS@VERIZON.COM

AutoCAD SHX Text VERIZON BUSINESS FORMERLY MCI (469)886-4238 400 INTERNATIONAL PARKWAY RICHARDSON, TX. 75081 CONTACT: DEAN BOYERS EMAIL:INVESTIGATIONS@VERIZON.COM

AutoCAD SHX Text PPL ELECTRIC UTILITIES CORPORATION (570)490-5684 437 BLUE CHURCH ROAD PAXINOS, PA, 17860 CONTACT: DOUG HAUPT EMAIL:DLHAUPT@PPLWEB.COM

AutoCAD SHX Text PENNSYLVANIA AMERICAN WATER ADDRESS:2500 SANITARY DR SCRANTON, PA. 18505 CONTACT:JEREMY HULL EMAIL:jeremy.hull@amwater.com PHONE:570-558-9958M

AutoCAD SHX Text PENNSYLVANIA AMERICAN WATER ADDRESS:2699 STAFFORD AVE SCRANTON, PA. 18507 CONTACT:MARK BALOH EMAIL:mark.baloh@amwater.com PHONE:570-969-7501

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GENERAL NOTES

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AutoCAD SHX Text DROP-OFFS: : THE FOLLOWING CONDITIONS AND TREATMENTS APPLY ONLY TO CONTINUOUS AND INTERMITTENT DROP-OFFS CREATED BY CONSTRUCTION, MAINTENANCE, OR PERMIT/UTILITY OPERATIONS. IF THE TREATMENTS IN THIS SECTION CANNOT BE MET DUE TO CONSTRUCTABILITY-RELATED ISSUES, OBTAIN APPROVAL OF AN ALTERNATE DROP-OFF TREATMENT METHOD, IN WRITING, FROM THE BUREAU OF PROJECT DELIVERY BEFORE IMPLEMENTATION. 1. THE FOLLOWING ARE NOT CONSIDERED DROP-OFFS: THE FOLLOWING ARE NOT CONSIDERED DROP-OFFS: DRAINAGE DITCHES. COMPACTED EARTHEN EMBANKMENTS TAPERED AT 3:1 OR FLATTER. ANY AREA <2 INCHES BELOW GRADE AND >12 FEET AWAY FROM ACTIVE TRAVEL LANE. ANY AREA BEHIND GUIDE RAIL, BARRIER, OR CURB. ANY AREA OUTSIDE RIGHT-OF-WAY. OPEN AREAS WHERE WORKERS ARE PRESENT AND WHILE WORK IS IN ACTIVE PROGRESS. 2. GENERAL CONDITIONS: GENERAL CONDITIONS: THE DURATION OF THE DROP-OFF CONDITION STARTS AT THE END OF THE SHIFT IN WHICH THE DROP-OFF CONDITION WAS CREATED. PLACE ALL CHANNELIZING DEVICES AT THE SAME GRADE AS THE TRAVEL LANE AND AS CLOSE TO THE EDGE LINE AS POSSIBLE. AS AN OPTION, AN APPROVED TYPE C STEADY BURN LIGHT MAY BE PLACED ON EACH CHANNELIZING DEVICE THROUGHOUT THE DROP-OFF CONDITION UNLESS OTHERWISE SPECIFIED IN CONDITION 2. FOR INTERMITTENT DROP-OFF CONDITIONS, PLACE AT LEAST 3 CHANNELIZING DEVICES OR A TYPE III BARRICADE TRANSVERSELY IN FRONT OF EACH DROP-OFF CONDITION. WHEN APPLICABLE, INSTALL UNEVEN LANE SIGNS (W8-11), LOW SHOULDER SIGNS (W8-9), OR NO GUIDE RAIL SIGNS (W21-9A) AT INTERVALS NOT TO EXCEED MILE THROUGHOUT THE DROP-OFF 12 MILE THROUGHOUT THE DROP-OFF CONDITION. CONDITION 1 - DROP-OFFS <2 INCHES BELOW GRADE AND <12 FEET AWAY FROM ACTIVE TRAVEL LANEAND <12 FEET AWAY FROM ACTIVE TRAVEL LANE <12 FEET AWAY FROM ACTIVE TRAVEL LANE

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DROP-OFF LOCATION

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TREATMENT

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BETWEEN ACTIVE TRAVEL LANE & NON-ACTIVE TRAVEL LANE OR SHOULDER

AutoCAD SHX Text PLACE CHANNELIZING DEVICES THROUGHOUT DROP-OFF CONDITION. SPACE ALL CHANNELIZING DEVICES AT A MAXIMUM DISTANCE IN FEET, EQUAL TO TWO TIMES THE POSTED SPEED LIMIT IN MILES PER HOUR THROUGHOUT A CONTINUOUS OR INTERMITTENT DROP-OFF CONDITION, UNLESS OTHERWISE DIRECTED.

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BETWEEN TWO ACTIVE TRAVEL LANES

AutoCAD SHX Text INSTALL LONGITUDINAL NOTCHED WEDGE JOINT DURING PAVING OPERATIONS IN ACCORDANCE WITH RC-28M AND, DURING MILLING OPERATIONS, MILL A 3:1 WEDGE. FOR TEMPORARY OVERLAY TRANSITIONS DURING PAVING AND MILLING OPERATIONS FOLLOW RC-28M EXCEPT FOR THE PAVING NOTCH, AND FEATHER TRANSITION EDGE AS MUCH AS MIX WILL ALLOW. OR END ALL LANES AT THE SAME GRADE LONGITUDINALLY, INSTALL TEMPORARY OVERLAY TRANSITIONS DURING PAVING AND MILLING OPERATIONS IN ACCORDANCE WITH RC-28M EXCEPT FOR THE PAVING NOTCH, AND FEATHER TRANSITION EDGE AS MUCH AS MIX WILL ALLOW.

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CONDITION 2 - DROP-OFFS >2 INCHES BELOW GRADE

AutoCAD SHX Text FOOTNOTES: A. PLACE SUITABLE MATERIAL TO GRADE PLACE SUITABLE MATERIAL TO GRADE AND COMPACT TO NON-MOVEMENT. B. INSTALL A 3:1 SLOPE WITH SUITABLE INSTALL A 3:1 SLOPE WITH SUITABLE MATERIAL AND COMPACT TO NON-MOVEMENT. C. INSTALL TEMPORARY BARRIER. INSTALL TEMPORARY BARRIER. D. PLACE CHANNELIZING DEVICES STARTING PLACE CHANNELIZING DEVICES STARTING AT 120 FEET IN ADVANCE OF THE DROP-OFF CONDITION. SPACE ALL CHANNELIZING DEVICES AT A MAXIMUM DISTANCE IN FEET EQUAL TO TWO TIMES THE POSTED SPEED LIMIT IN MILES PER HOUR THROUGHOUT A CONTINUOUS OR INTERMITTENT DROP-OFF CONDITION, UNLESS OTHERWISE DIRECTED. E. PLACE CHANNELIZING DEVICES STARTING PLACE CHANNELIZING DEVICES STARTING AT 120 FEET IN ADVANCE OF THE DROP-OFF CONDITION. SPACE ALL CHANNELIZING DEVICES AT A MAXIMUM DISTANCE IN FEET EQUAL TO THE POSTED SPEED LIMIT IN MILES PER HOUR THROUGHOUT A CONTINUOUS OR INTERMITTENT DROP-OFF CONDITION, UNLESS OTHERWISE DIRECTED. F. PLACE AN APPROVED TYPE C STEADY PLACE AN APPROVED TYPE C STEADY BURN LIGHT ON EACH CHANNELIZING DEVICE THROUGHOUT DROP-OFF CONDITION.

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DISTANCE FROM ACTIVE TRAVEL LANE

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DURATION CONDITION EXISTS

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DROP-OFF HEIGHT

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> 2 INCHES TO 2 INCHES TO < 4 INCHES

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> 4 INCHES TO < 2 INCHES 2 INCHES

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> 2 FEET2 FEET

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TREATMENT

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4 FEET

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<48 HOURS >48 HOURS

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(A) OR (B) (D)

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(A) OR (B) (E) OR (C)

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(A) OR (C)

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> 4 FEET TO <12 FEET AWAY

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<48 HOURS >48 HOURS

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(D) (A) OR (B) (D)

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(E) (A) OR (B) (E)

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(A) OR (B) (E) (F) OR (C)

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> 12 FEET

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<48 HOURS >48 HOURS

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(E) (F)

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ATC

LIN

E B-B - (BASE BID

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E A-A - (ALTER

ATE #1)

EXISTING ROADWAY TO

REMAIN, TYP.

EXISTING CROSSWALK

TO REMAIN, TYP.

EXISTING ADA ACCESS

RAMPS TO REMAIN,

TYP.

EXISTING ADA ACCESS

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40.0'

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EXISTING CONCRETE

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VARIES, TYP.

EXISTING

TREEWELLS, TYP.

60'

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EXISTING

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LIMITS OF EXISTING

BRICK PAVERS, TYP.

START LIMIT OF WORK

STA. 00+53.61

SEG.0050 OFF. 1008

S.R. 3023

CITY OF SCRANTON

LACKAWANNA CO.

END LIMIT OF WORK

STA. 03+63.66

SEG.0050 OFF. 1318

S.R. 3023

CITY OF SCRANTON

LACKAWANNA CO.

TC:737.42

BC:737.14

TC:737.09

BC:736.8

TC:736.65

BC:736.34

TC:736.41

BC:736.10

TC:736.82

BC:736.61

TC:737.13

BC:736.84

EXISTING BUSINESS

S.R . 3023 (C

AVE)

T. O

F ALD

ST./ C

AVE

(ALTER

ATE #1)

S.R . 3023 (C

AVE)

T. O F H

Y ST./ C

AVE

(ALTER

ATE #1)

VEM

T ALO

N G

AVE

STA. 03+63.66/ O

FFSET: 567.75

(ALTER

ATE #1)

BENCHMARK

ELEV:737.95

BENCHMARK

X CUT

ELEV:737.97

M INLET

TG:736.90

INV:734.13(NW)

STORM MH

RIM:736.74

INV:732.60(SW)

INV:732.63(NE)

U.P. PPL 100K

57167/N45661

M INLET

TG:735.72

BOS:733.38

STORM MH

RIM:735.93

INV:732.22(E)

INV:732.74(S)

STOP SIGN

CS4"

U.P. PPL

57160/N45660

STUMPCSCS

15 MIN.

PARKING

U.P. PPL

57155/N45653

12"

RIM:737.02

15 MIN.

PARKING

SIGNAL MASTU.P. BTCO 33

5" 6" U.P.

GV CS

LT. STD.

U.P. PPL

57134

N45636

GUY

C INLET

TG:736.60

FULL

15 MIN.

PARKING

U.P. PPL

57134

N45627

STUMP

F.F.:736.90

BENCHMARK

BOLT FLANGE

ELEV:738.96

U.P. FEUI 51

C INLET

TG:736.14

BOS:733.66

30 MIN.

PARKING

U.P. PPL

57164/N45657D.S.:737.72

GV4"4"CS

U.P. PPL

57158/N45650

U.P. ACI-11

D.S.:738.44 D.S.:738.48

RIM:737.26GV

D.S.:738.17

U.P. PPL

57151/N45641

D.S.:737.81

CSCS

C INLET

TG:737.23

BOS:735.02

U.P. PPL

57144/N45632

C INLET

TG:737.76

INV:735.28(W)

U.P. BTCO-41

BOLLARD

STORM MH

RIM:737.74

INV:735.06(SW)

INV:734.12(SE)

15 MIN.

PARKING

CS15 MIN.

PARKING

C INLET

TG:737.32

BOS:735.20

STORM MH

RIM:737.62

INV:733.68(NW)

INV:734.06(SE)

C INLET

TG:737.08

BOS:734.32

12"

12"U.P. PPL

57138 N45624

8' WIDE SIGN

RIM:736.66

INV:724.7(NW)

INV:724.69(SE)

GVGV GVGVWV

SAN MH

RIM:736.95

WV4"

W W

CONC. WALK

PAVERS

CURB

CEDAR AVE (SR 3023)

ALDER ST

CURB

CONC. WALK

C. W

ALK

BIT. W

ALK

G G G G G G G

X-WALK

5.3' DC

W/DWS

5.3' DC

W/DWS

X-W

ALK

DY/4"

60' LEGAL R/W

LINE FOR CITY ROAD

60' LEGAL R/W

LINE FOR CITY ROAD

4.8' DC

W/DWS

5.2' DC

W/DWS

CURB

DY/4"

CONC. WALK

30.1' DC

HICKO

RY ST

X-WALK

BRICK PAVER CURB

CURB

4.2' DC

W/DWS

CONC. WALK

GRAVEL

CONC. WALK

DY/4"

X-WALK

60' LEGAL R/W

LINE FOR CITY ROAD

60' LEGAL R/W

LINE FOR CITY ROAD

4.9' DC

W/DWS

GRASS

BIT W

ALK

60'

LEGAL RIGHT-OF-WAY LINE

W W W W W W W

5' DC

W/DWS

G G

S S S S S S S

SAN MH

RIM:737.56

SAN MH

RIM:736.62

PASPC

BUTTERS

INVESTMENTS LLC

PIN:15615010048

BUTTERS

INVESTMENTS LLC

PIN:15615010048

UNITED NEIGHBORHOOD

CTR NEPA

PIN:1561501006402

PIN:1561601006401

PEOPLES NEIGHBORHOOD BANK

PIN:15615LL0001

CEDAR 500

ASSOCIATES LP

PIN:15615010064

ALLEN CARL LEACH

PIN:15615010065

ANTHONY S. &

JANET COSENTINI

PIN:15615010066

LA ALEAGRACIA

MEAT MARKET INC

PIN:15615010067FELIX M.

REYES

PIN:15615010068

FELIX M. REYES

PIN:1561501006901

SAMUEL N. & LISA STARR

PIN:15615010069

ROBERT OSBORNE

PIN:15616020001 CONNIE F.

CATAPANO

PIN:15616020002

644 ELM ST LLC

PIN:15616020003

WAYNE WHEELER

PIN:15616020004 CEDAR 500 ASSOCIATES LP

PIN:15616020038

KENCO

PROPERTIES LLC

PIN:156160200408

FIVE HUNDRED

ONE CEDAR LLC

PIN:15616020041

D.S.:737.78

GMGM

CEDAR POINT SIGNLT. STD.

D.S.:737.14

15 MIN PARKING SIGN

D.S.:737.99

GMGM RD

D.S.:737.74

D.S.:737.59

D.S.:737.59 D.S.:737.48

D.S.:737.57 D.S.:737.59

D.S.:738.59 D.S.:738.22

VAULT

ACCESS

BENCH

BRICK PAVER

BIT W

ALK

PORCH

737.72 737.52

737.131

736.345 736.96737.08

737.44

737.66

BARRYISETT&associatesINC

MULTI- DISCIPLINE ENGINEERS AND CONSULTANTS

610 .398 .0904 barryisett.com

AutoCAD SHX Text 90°'

AutoCAD SHX Text

CITY OF SCRANTON

AutoCAD SHX Text 4-0

AutoCAD SHX Text

DISTRICT

AutoCAD SHX Text

LACKAWANNA

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

ROUTE

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

1 OF ?

AutoCAD SHX Text

SR 3023

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

%%USCALE

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISED FOR BID PLAN SET

AutoCAD SHX Text 3/28/25

AutoCAD SHX Text

KOT

AutoCAD SHX Text

REV. NO.

AutoCAD SHX Text

HIGHWAY OCCUPANCY PERMIT PLAN

AutoCAD SHX Text

DSGN: KOT

AutoCAD SHX Text

DRAWN: KOT

AutoCAD SHX Text

CHK: RS

AutoCAD SHX Text

DATE: 03/04/25

AutoCAD SHX Text

JOB NO.: 366424.002

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

2 OF X

AutoCAD SHX Text

CEDAR AVE IMPROVEMENTS

AutoCAD SHX Text

AutoCAD SHX Text FILENAME: C:\USERS\KTHOMAS\DC\ACCDOCS\BARRY ISETT AND ASSOCIATES\366424.002_SCRANTON_OECD_CEDAR_AVE\PROJECT FILES\CIVIL\_PROD\366424002_02_EF-1.DWG - March 24, 2025 5:00 PM

AutoCAD SHX Text

EXISTING CONDITIONS PLAN-1

AutoCAD SHX Text

RELOCATE

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text E.O.P.

AutoCAD SHX Text

TO BE REPLACED

AutoCAD SHX Text

TO REMAIN

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

6" PINE

AutoCAD SHX Text

6" MAPLE

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

CURBING

AutoCAD SHX Text

STORM MH

AutoCAD SHX Text

INLET

AutoCAD SHX Text

& INLET

AutoCAD SHX Text

STORM LINE, MANHOLE,

AutoCAD SHX Text

& CLEANOUT

AutoCAD SHX Text

SANITARY LINE, MANHOLE,

AutoCAD SHX Text

SAN

AutoCAD SHX Text

SAN. MH

AutoCAD SHX Text U.P.

AutoCAD SHX Text U/E

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

%%UEXISTING

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

CENTERLINE

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

BITUMINOUS

AutoCAD SHX Text

BIT.

AutoCAD SHX Text X

AutoCAD SHX Text

WATER MAIN & VALVE

AutoCAD SHX Text

GAS MAIN & VALVE

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

TO BE REMOVED

AutoCAD SHX Text

OVERHEAD ELECTRIC

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

EVERGREEN TREE

AutoCAD SHX Text

DECIDUOUS TREE

AutoCAD SHX Text

LOT LINE

AutoCAD SHX Text %%uLEGEND

AutoCAD SHX Text O/E

%%UNOTE%%U:

AutoCAD SHX Text

VERTICAL TEXT INDICATES PROPOSED FEATURES

AutoCAD SHX Text

SLANTED TEXT INDICATES EXISTING FEATURES

AutoCAD SHX Text

OVERHEAD WIRES

AutoCAD SHX Text O/L

AutoCAD SHX Text

DWS

AutoCAD SHX Text

DETECTABLE WARNING SURFACE

AutoCAD SHX Text

RWM

AutoCAD SHX Text

REFLECTIVE WARNING MARKER

AutoCAD SHX Text

DEP. CURB

AutoCAD SHX Text

EXIST. BUILDING

PENNDOT LEGAL RIGHT-OF-WAY

AutoCAD SHX Text

CONCRETE WALKWAY

LIN

E B-B - (BASE BID

ATC

LIN

E A-A - (ALTER

ATE #1)

EXISTING ROADWAY TOREMAIN, TYP.

EXISTING ROADWAYTO REMAIN, TYP.

EXISTING ROADWAYPAVEMENT MARKINGSREMAIN, TYP. EXISTING ROADWAY TOPAVEMENT MARKINGSREMAIN, TYP.

EXISTING ADA ACCESSRAMPS TO REMAIN,TYP.

EXISTING CROSSWALKTO REMAIN, TYP.

4+00 5+00

6+00

7+00

8+00

9+00

10+00 11+00

11+70

EXISTINGUTILITY POLES, TYP.EXISTINGTREEWELLS, TYP.

EXISTINGSIGNAGE, TYP.

EXISTINGVALVE BOXES, TYP.

EXISTINGTREEWELLS, TYP.

EXISTINGVALVE BOXES, TYP.

8.8' 9.43'

9.59'

9.56' 9.48' 8.93'

8.54' 9.29'

EXISTINGTREEWELLS, TYP.

EXISTINGUTILITY POLES, TYP.

EXISTINGVALVE BOXES, TYP.

EXISTINGUTILITY POLES, TYP.

EXISTINGTREEWELLS,TYP.

START LIMIT OF WORKSTA. 04+40.88SEG.0060 OFF. 0056S.R. 3023

CITY OF SCRANTONLACKAWANNA CO.

END LIMIT OF WORK

STA. 07+60.04SEG.0060 OFF.0359

S.R. 3023CITY OF SCRANTONLACKAWANNA CO.

START LIMIT OF WORKSTA. 08+51.53SEG.0060 OFF. 0451S.R. 3023

CITY OF SCRANTONLACKAWANNA CO.

START LIMIT OF WORKSTA. 08+45.9

SEG.0060 OFF. 0445S.R. 3023

CITY OF SCRANTONLACKAWANNA CO.

END LIMIT OF WORK

STA. 11+47.81SEG.0060 OFF. 0746

S.R. 3023CITY OF SCRANTONLACKAWANNA CO.

END LIMIT OF WORK

STA. 11+47.81SEG.0060 OFF. 0746

S.R. 3023CITY OF SCRANTONLACKAWANNA CO.

TC:734.71BC:734.19

TC:728.28BC:727.82 TC:726.82BC:726.40

TC:723.87BC:723.6TC:727.87BC:727.64

TC:734.03BC:733.74

TC:722.36BC:721.87 TC:721.97BC:721.43

TC:723.46BC:722.92

TC:723.04BC:722.67

TC:721.67BC:721.22

EXISTINGMILLER BEANFUNERAL HOME

EXISTING GULFGAS STATIONEXISTING RENTALPROPERTY317 CEDAR AVE

NO PARKING SIGNMOUNTED WITH STOPHERE ON RED SIGN.

EXISTINGLA MEXIANITA424 CEDAR AVE

SEG

:0060 / O

FFSET: 0200

T. O F R

IVER

ST./ C

AVE

SEG

:0060 / O

FFSET: 0391

T. O F O

R C

ST./

AVE

STAR

T BASE BID

VEM

T ALO

N G

Y ST/C

AVE

BASE BID

VEM

T ALO

G C

AVE

S.R . 3023 (C

AVE)

T. O F H

Y ST./ C

AVE

(ALTER

ATE #1)

REBAR (FD.)

BENCHMARK

X CUT

ELEV:726.47

22"

15 MIN.

PARKING

RIM:727.91

RIM:727.97

CSGV

24"

GVCS

U.P. PPL

57192/N45688

W/NO PARKING

M INLET

TG:724.09

BOS:721.63

U.P. PPL

57194/N45690

24"

C INLET

TG:724.81

BOS:722.51

U.P. PPL

57193 N45687

NO TRUCKS

OVER 10 TONS

GUY

RIM:724.30

INV:721.06(W)

INV:720.99(E)

MH(TYP. OF 5)

CS16"

NO PARKING

16"

U.P. PPL

57188/N45691

NO PARKING

GVCSCSFH

TEL MH

RIM:723.07

RIM:724.15

BOS:721.74±

FULL

CITY INLET

TG:723.24

U.P. PPL 20K

57197/N45693

TO I-81

BLUE DETOUR

STOP SIGN

BENCHMARK

BOLT FLANGE

ELEV:725.88

GAS METER

STOP

DO NOT ENTER

ONE WAY

NO PARKING

M INLET

TG:736.90

INV:734.13(NW)

M INLET

TG:735.72

BOS:733.38

C INLET

TG:725.74

BOS:718.26

WATER MH

U.P. PPL

57165/N45667

W/NO PARKING

BETWEEN SIGNS

NO PARKING

HERE TO CORNER

U.P. PPL 5717/N45675

W/NO PARKING

BETWEEN SIGNS

CSGVGV

HC PARKING

25 MPH

U.P. PPL

57180/N45683 15"

BOLLARDD.S.:731.46

U.P. FEUI 6

W/BRIDGE 14'2"

1500' AHEAD

U.P. PPL

57173/N45668

CSCS

U.P. PPL W/LIGHT

57185/N45680

15"

15"CS

U.P. FEUI 51

U.P. PPL

W/STOP SIGN

57171/N45663

M INLET

TG:737.00

BOS:733.43

WALK SIGNAL

W/ONE WAY

U.P. PPL

51214/N45719

SIGNAL MAST

NO PARKING

U.P. PPL

57206/N45710

C INLET

TG:720.70

15 MIN.

PARKING

BOLLARD

U.P. PPL

57199/N45703

CSGVCS

U.P. -METAL

WALK SIGNAL

U.P. PPL

57222/N45718

GUY

STOP HERE

ON RED

U.P. PPL

57220/N45718

STORM MH

RIM:724.57

BOS:719.33

20"

GUY

U.P. PPL 57212

GUY20"

STORM MH

RIM:722.37

C INLET

TG:721.10

22"

U.P. PPL

57204/N45701

20" GV

RIM:724.18

TEL. MH

RIM:731.22 TEL. MH

RIM:730.93

1' 1'

D.S.:735.73

FOU

HICKO

RY ST

X-WALK

4.2' DC

W/DWS

4.8' DC

W/DWS

X-W

ALK 6' DC

W/DWS

X-WALK

4.3' DC

W/DWS

60' LEGAL R/W

LINE FOR CITY ROAD

60' LEGAL R/W

LINE FOR CITY ROAD

4.9' DC

W/DWS

4.8' DC

W/DWS

GRASS

WALL

PORCH

7' DC

W/DWS

35.4' DC

BITUMINOUSPARKING LOT

15' DC

CONC. WALK

WALL

9' DC

WALL

BIT W

ALK

WALL GRASS

11.8' DC

14.7' DC

13.1' DC

GRAVEL

GRASS

SPLIT RAILFENCE

STEPS STEPS

ALL

WALL

RIVER ST

X-W

ALK

6' DC

W/DWS

5.2' DC

W/DWS

7.2' DC

W/DWS

BIT. DRIVE

60' LEGAL R/W

LINE FOR CITY ROAD

53.5' DC

33.5' DC

DY/4"

WALL

CONC.STEPS WOODSTEPS

WALL

CONC.STEPS

CONC. WALK

31.3' DC

X-W

ALK

CANOPY ABOVE

GASPUMP ISLAND

CONC. WALK

39' DCCONC. WALK

5' DC

W/DWS

7.7' DC

W/DWS

DY/4"

CURB

CEDAR AVE (SR 3023)

LEGAL RIGHT-OF-WAY LINE

60'

LEGAL RIGHT-OF-WAY LINE

LEGAL

RIGHT-OF-WAY

LINESAN MH

RIM:736.62

S S

SAN MH

RIM:730.18

SAN MH

RIM:722.94

S S S

SAN MH

RIM:723.54

PASPC

MILLER BEAN FH LLCPIN:15616010003

MILLER BEAN FH LLCPIN:15616010004

VAUVENARGUES & LAUR DORSAINVILPIN:15616010005

JOSEPH DANIELPLODWICKPIN:15616010007

HOTEL SUN INCPIN:15616010008

HUGOAMUSEMENTS LLCPIN:15616010010

HUGOAMUSEMENTS LLCPIN:15616010011

THACHERREALTY LLCPIN:15616010006

MILLER BEAN FH LLCPIN:15616010003

DD REALTY GROUP SCRANTON LLCPIN:15616020045 ROBERT J. & ROSE CHARETTEPIN:15616020046

ROBERT C. ANDREJACKPIN:15616020048

SS RENTALS LLCPIN:15616020049

LUIS RAMIREZPIN:15616020050

VYACHESLAV DYNOVPIN:15616010025 SERGIOMINCHALAPIN:15616010024

GEZA TELEKYPIN:15616010022

LINDA J. PHILLIPSPIN:15616010021

MICHAEL P. &CAROLYN T.GUY TRUSTPIN:15616010020 PAUL DEPRIMOPIN:15616010019

RAJAB JAHANDOKHTR D DASTGIRPIN:15616010018

SERGIOMINCHALAPIN:15616010023

SANTANAGALLARDOCAMINOPIN:15616010012

GALLARDOCAMINO SANTANAPIN:15616010013

GALLARDOCAMINO SANTANAPIN:15616010014

MICHAEL C. CASWELLPIN:15616010015

GTCJ REALTY LLCPIN:15616010016 JCJ REALTY HOLDINGS LLCPIN:15616010017

D.S.:725.20 D.S.:725.24

D.S.:725.85 D.S.:727.38D.S.:727.46

734.35 730.30

727.149 722.51

722.28 723.95

723.70722.63

721.72

722.31

724.41727.11731.30

732 731

730 729 728 727 726

BARRYISETT&associatesINC

MULTI- DISCIPLINE ENGINEERS AND CONSULTANTS

610 .398 .0904 barryisett.com

AutoCAD SHX Text 90°'

AutoCAD SHX Text

CITY OF SCRANTON

AutoCAD SHX Text 4-0

AutoCAD SHX Text

DISTRICT

AutoCAD SHX Text

LACKAWANNA

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

ROUTE

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

1 OF ?

AutoCAD SHX Text

SR 3023

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

%%USCALE

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISED FOR BID PLAN SET

AutoCAD SHX Text 3/28/25

AutoCAD SHX Text

KOT

AutoCAD SHX Text

REV. NO.

AutoCAD SHX Text

HIGHWAY OCCUPANCY PERMIT PLAN

AutoCAD SHX Text

DSGN: KOT

AutoCAD SHX Text

DRAWN: KOT

AutoCAD SHX Text

CHK: RS

AutoCAD SHX Text

DATE: 03/04/25

AutoCAD SHX Text

JOB NO.: 366424.002

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

2 OF X

AutoCAD SHX Text

CEDAR AVE IMPROVEMENTS

AutoCAD SHX Text

AutoCAD SHX Text FILENAME: C:\USERS\KTHOMAS\DC\ACCDOCS\BARRY ISETT AND ASSOCIATES\366424.002_SCRANTON_OECD_CEDAR_AVE\PROJECT FILES\CIVIL\_PROD\366424002_02_EF-1.DWG - March 24, 2025 5:00 PM

AutoCAD SHX Text

EXISTING CONDITIONS PLAN-2

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text E.O.P.

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

6" PINE

AutoCAD SHX Text

6" MAPLE

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

CURBING

AutoCAD SHX Text

STORM MH

AutoCAD SHX Text

INLET

AutoCAD SHX Text

& INLET

AutoCAD SHX Text

STORM LINE, MANHOLE,

AutoCAD SHX Text

& CLEANOUT

AutoCAD SHX Text

SANITARY LINE, MANHOLE,

AutoCAD SHX Text

SAN

AutoCAD SHX Text

SAN. MH

AutoCAD SHX Text U.P.

AutoCAD SHX Text U/E

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

%%UEXISTING

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

CENTERLINE

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

BITUMINOUS

AutoCAD SHX Text

BIT.

AutoCAD SHX Text X

AutoCAD SHX Text

WATER MAIN & VALVE

AutoCAD SHX Text

GAS MAIN & VALVE

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

OVERHEAD ELECTRIC

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

EVERGREEN TREE

AutoCAD SHX Text

DECIDUOUS TREE

AutoCAD SHX Text

LOT LINE

AutoCAD SHX Text %%uLEGEND

AutoCAD SHX Text

VERTICAL TEXT INDICATES PROPOSED FEATURES

AutoCAD SHX Text

SLANTED TEXT INDICATES EXISTING FEATURES

AutoCAD SHX Text

OVERHEAD WIRES

AutoCAD SHX Text O/L

AutoCAD SHX Text

DWS

AutoCAD SHX Text

DETECTABLE WARNING SURFACE

AutoCAD SHX Text

RWM

AutoCAD SHX Text

REFLECTIVE WARNING MARKER

AutoCAD SHX Text

DEP. CURB

AutoCAD SHX Text

CONCRETE WALKWAY

AutoCAD SHX Text

%%UEXISTING

LIN

E B-B - (BASE BID

ATC

LIN

E A-A - (ALTER

ATE #1)

START EB

EXISTING CONC. CURB

& SIDEWALK TBR.

(ALTERNATE #1)

STA. 00+53.61

END (WB)

EXISTING CONC. CURB

& SIDEWALK TBR.

(ALTERNATE #1)

STA. 03+55.01

EXISTING TREES &

TREEWELLS TBR TYP.

(ALTERNATE #1)

EXISTING TREES &

TREEWELLS TBR TYP.

(ALTERNATE #1)

START (WB)

EXISTING CONC.

CURB & SIDEWALK TBR.

(ALTERNATE #1)

STA. 00+53.61

END (EB)

EXISTING CONC.

CURB & SIDEWALK

TBR.

(ALTERNATE #1)

03+63.66

EXIST. PAVER

AREA TBR.

(ALT. #1)

EXIST. VALVE BOXES

TO BE RESET, TYP.

(ALTERNATE #1)

40.0'

9.38'

9.34' 9.38'

0+00 1+00 2+00 3+00 4+00

9.38' 9.42'60'

EXIST. GRAVEL

AREA TBR.

(ALT. #1)

EXIST. DEP. CURB

AREAS TBR.

(ALT. #1)

START LIMIT OF WORK

STA. 00+53.61

SEG.0050 OFF. 1008

S.R. 3023

CITY OF SCRANTON

LACKAWANNA CO.

END LIMIT OF WORK

STA. 03+63.66

SEG.0050 OFF. 1318

S.R. 3023

CITY OF SCRANTON

LACKAWANNA CO.

EXIST. SITE DIST.

TRIANGLE,

10' OFFSET TYP.

10' 10'

EXISTING BUSINESS

145' 147'

145'

10'

147'

15 MIN. PARKING

SIGN (T.B.R.)

30 MIN.

PARKING

SIGN (T.B.R.)

15 MIN. PARKING

SIGN (T.B.R.)

15 MIN. PARKING

SIGN (T.B.R.)

15 MIN. PARKING

SIGN (T.B.R.)

15 MIN. PARKING

SIGN (T.B.R.)

S.R . 3023 (C

AVE)

T. O

F ALD

ST./ C

AVE

(ALTER

ATE #1)

S.R . 3023 (C

AVE)

T. O F H

Y ST./ C

AVE

(ALTER

ATE #1)

VEM

T ALO

N G

AVE

STA. 03+63.66/ O

FFSET: 567.75

(ALTER

ATE #1)

BENCHMARK

ELEV:737.95

BENCHMARK

X CUT

ELEV:737.97

U.P. PPL 100K

57167/N45661

CS4"

U.P. PPL

57160/N45660

STUMPCSCSU.P. PPL

57155/N45653

12"

SIGNAL MASTU.P. BTCO 33

5" 6" U.P.

GV CS

LT. STD.

U.P. PPL

57134

N45636

GUY

U.P. PPL

57134 N45627

STUMP

BENCHMARK

BOLT FLANGE

ELEV:738.96

U.P. PPL

57164/N45657

GV4"4"CS

U.P. PPL

57158/N45650

U.P. ACI-11

4"GV

U.P. PPL

57151/N45641

CSCS

U.P. PPL

57144/N45632

U.P. BTCO-41

BOLLARD

12"

12"U.P. PPL

57138 N45624

GVGV GVGVWV

SAN MH

RIM:736.95

WV4"

W W

CONC. WALK

PAVERS

CURB

CEDAR AVE (SR 3023)

ALDER ST

CURB

CONC. WALK

C. W

ALK

BIT. W

ALK

G G G G G G G

X-WALK

5.3' DC

W/DWS

5.3' DC

W/DWS

X-W

ALK

DY/4"

60' LEGAL R/W

LINE FOR CITY ROAD

60' LEGAL R/W

LINE FOR CITY ROAD

4.8' DC

W/DWS

5.2' DC

W/DWS

CURB

DY/4"

CONC. WALK

30.1' DC

HICKO

RY ST

X-WALK

BRICK PAVER CURB

CURB

4.2' DC

W/DWS

CONC. WALK

GRAVEL

CONC. WALK

DY/4"

X-WALK

60' LEGAL R/W

LINE FOR CITY ROAD

60' LEGAL R/W

LINE FOR CITY ROAD

4.9' DC

W/DWS

60'

LEGAL RIGHT-OF-WAY LINE

W W W W W W W

5' DC

W/DWS

G G

S S S S S S S

SAN MH

RIM:737.56

PASPC

GMGM

LT. STD.

GMGM

CO GM GM

VAULT

ACCESS

BENCH

BRICK PAVER

BIT W

ALK

PORCH

737.72 737.52

737.131

736.345 736.96737.08

737.44

737.66

BARRYISETT&associatesINC

MULTI- DISCIPLINE ENGINEERS AND CONSULTANTS

610 .398 .0904 barryisett.com

AutoCAD SHX Text

CITY OF SCRANTON

AutoCAD SHX Text 4-0

AutoCAD SHX Text

DISTRICT

AutoCAD SHX Text

LACKAWANNA

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

ROUTE

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

1 OF ?

AutoCAD SHX Text

SR 3023

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

%%USCALE

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISED FOR BID PLAN SET

AutoCAD SHX Text 3/28/25

AutoCAD SHX Text

KOT

AutoCAD SHX Text

REV. NO.

AutoCAD SHX Text

HIGHWAY OCCUPANCY PERMIT PLAN

AutoCAD SHX Text

DSGN: KOT

AutoCAD SHX Text

DRAWN: KOT

AutoCAD SHX Text

CHK: RS

AutoCAD SHX Text

DATE: 03/04/25

AutoCAD SHX Text

JOB NO.: 366424.002

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

2 OF X

AutoCAD SHX Text

CEDAR AVE IMPROVEMENTS

AutoCAD SHX Text

AutoCAD SHX Text FILENAME: C:\USERS\KTHOMAS\DC\ACCDOCS\BARRY ISETT AND ASSOCIATES\366424.002_SCRANTON_OECD_CEDAR_AVE\PROJECT FILES\CIVIL\_PROD\366424002_02_EF-1.DWG - March 24, 2025 5:00 PM

AutoCAD SHX Text

DEMOLITION PLAN-1

AutoCAD SHX Text

AutoCAD SHX Text GENERAL NOTES: : 1. ALL UTILITY VALVE BOXES WITHIN SIDEWALK TO BE RESET PRIOR TO ALL UTILITY VALVE BOXES WITHIN SIDEWALK TO BE RESET PRIOR TO NEW SIDEWALK INSTALLATION. 2. EXISTING SIGNAGE POLES TO BE REMOVED AND REPLACED. EXISTING SIGNAGE POLES TO BE REMOVED AND REPLACED. 3. FOR EXISTING SIGNS TO BE REMOVED AND REPLACED. REFER TO FOR EXISTING SIGNS TO BE REMOVED AND REPLACED. REFER TO SIGNAGE TABULATION ON SHEET 13. 4. ALL EXISTING TREEWELLS TO BE REMOVED AND CONCRETE SIDEWALK ALL EXISTING TREEWELLS TO BE REMOVED AND CONCRETE SIDEWALK INSTALLED. 5. SIDEWALK INSTALLED AROUND THE EXISTING UTILITY POLE BASES SIDEWALK INSTALLED AROUND THE EXISTING UTILITY POLE BASES MUST HAVE A MINIMUM 2'x2' BOXED OUT AREA WITH EXPANSION JOINTS INSTALLED. 6. PROPOSED SIDEWALK SHALL NOT EXCEED 2% MAX. CROSS-SLOPE. PROPOSED SIDEWALK SHALL NOT EXCEED 2% MAX. CROSS-SLOPE. CONTRACTOR MUST HOLD EXISTING ELEVATIONS AT THE BACK OF THE SIDEWALK THROUGHOUT INSTALLATION. 7. SITE TRIANGLE ADDED WITH 10FT OFFSET FROM TRAVEL LANE. SITE TRIANGLE ADDED WITH 10FT OFFSET FROM TRAVEL LANE. 8. EXISTING UTILITY POLES TO REMAIN AND PROTECTED THROUGHOUT EXISTING UTILITY POLES TO REMAIN AND PROTECTED THROUGHOUT CONSTRUCTION ACTIVITY. CONTRACTOR TO HAVE SHORING IN PLACE AS REQUIRED ALONG CURB LINES TO BE REPLACED.

AutoCAD SHX Text E.O.P.

AutoCAD SHX Text

BIT.

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text (T.B.R.)

AutoCAD SHX Text

RELOCATE

AutoCAD SHX Text

(REL.)

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text E.O.P.

AutoCAD SHX Text

(REP.)

AutoCAD SHX Text

TO BE REPLACED

AutoCAD SHX Text

(REM.)

AutoCAD SHX Text

TO REMAIN

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

6" PINE

AutoCAD SHX Text

6" MAPLE

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

CURBING

AutoCAD SHX Text

STORM MH

AutoCAD SHX Text

INLET

AutoCAD SHX Text

& INLET

AutoCAD SHX Text

STORM LINE, MANHOLE,

AutoCAD SHX Text

& CLEANOUT

AutoCAD SHX Text

SANITARY LINE, MANHOLE,

AutoCAD SHX Text

SAN

AutoCAD SHX Text

SAN. MH

AutoCAD SHX Text U.P.

AutoCAD SHX Text U/E

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

%%UEXISTING

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

CENTERLINE

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

BITUMINOUS

AutoCAD SHX Text

BIT.

AutoCAD SHX Text X

AutoCAD SHX Text

WATER MAIN & VALVE

AutoCAD SHX Text

GAS MAIN & VALVE

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

TO BE REMOVED

AutoCAD SHX Text

OVERHEAD ELECTRIC

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

EVERGREEN TREE

AutoCAD SHX Text

DECIDUOUS TREE

AutoCAD SHX Text

LOT LINE

AutoCAD SHX Text %%uLEGEND

AutoCAD SHX Text

VERTICAL TEXT INDICATES PROPOSED FEATURES

AutoCAD SHX Text

SLANTED TEXT INDICATES EXISTING FEATURES

AutoCAD SHX Text

OVERHEAD WIRES

AutoCAD SHX Text O/L

AutoCAD SHX Text

DWS

AutoCAD SHX Text

DETECTABLE WARNING SURFACE

AutoCAD SHX Text

RWM

AutoCAD SHX Text

REFLECTIVE WARNING MARKER

AutoCAD SHX Text

DWS

AutoCAD SHX Text

RWM

AutoCAD SHX Text

DEP. CURB

AutoCAD SHX Text

%%UPROPOSED

AutoCAD SHX Text

%%UEXISTING

AutoCAD SHX Text

CONCRETE WALKWAY

AutoCAD SHX Text

CONCRETE WALKWAY (T.B.R.)

AutoCAD SHX Text

CURB (T.B.R.)

AutoCAD SHX Text

TREE WELLS (T.B.R.)

AutoCAD SHX Text

PAVEMENT SAWCUT FOR RESTORATION (T.B.R.)

LIN

E B-B - (BASE BID

ATC

LIN

E A-A - (ALTER

ATE #1)

40.0'

START (EB)

EXISTING CONC. CURB& SIDEWALK TBR.

START WB

EXISTING CONC. CURB& SIDEWALK TBR.

END (WB)EXISTING CONC.CURB & SIDEWALK

TBR.

START EB

EXISTING CONC. CURB &SIDEWALK TBR.

END (EB)EXISTING CONC. CURB &SIDEWALK TBR.STA. 11+47.81

END (WB)EXISTING CONCRETECURB & SIDEWALK TBR.

START WB

EXISTING CONC. CURB &SIDEWALK TBR.

EXISTING TREES &TREEWELLS TBR. TYP.

EXISTING TREE &

TREEWELLS

TBR. TYP.

EXISTING TREES &TREEWELLS

TBR. TYP.

END (EB)EXISTING CONC.CURB & SIDEWALK TBR.

END EB2FT. WIDE PAVEMENT

SAWCUT.

END WB2FT. WIDE PAVEMENT

SAWCUT.

4+00 5+00

6+00

7+00

8+00

9+00

10+00 11+00

11+70

8.8' 9.43'

9.59'

9.56' 9.48' 8.93'

8.54' 9.29'

60'

EXIST. DEP.

CURBS TBR., TYP

EXIST. VALVE

BOXES TO BERESET, TYP

EXIST. VALVEBOXES TO BE

RESET, TYP

EXIST. VALVEBOXES TO BERESET, TYP

EXISTING CONC. CURB &SIDEWALK TBR.

START LIMIT OF WORKSTA. 04+40.88SEG.0060 OFF. 0056S.R. 3023

CITY OF SCRANTONLACKAWANNA CO.

END LIMIT OF WORK

STA. 07+60.04SEG.0060 OFF.0359

S.R. 3023CITY OF SCRANTONLACKAWANNA CO.

START LIMIT OF WORKSTA. 08+51.53SEG.0060 OFF. 0451S.R. 3023

CITY OF SCRANTONLACKAWANNA CO.

START LIMIT OF WORKSTA. 08+45.9

SEG.0060 OFF. 0445S.R. 3023

CITY OF SCRANTONLACKAWANNA CO.

END LIMIT OF WORK

STA. 11+47.81SEG.0060 OFF. 0746

S.R. 3023CITY OF SCRANTONLACKAWANNA CO.

END LIMIT OF WORK

STA. 11+47.81SEG.0060 OFF. 0746

S.R. 3023CITY OF SCRANTONLACKAWANNA CO.

TC:734.71BC:734.19

EXIST. SITE DIST.TRIANGLE, 10' OFFSET TYP.

EXIST. SITE DIST.TRIANGLE,10' OFFSET TYP.

10'

EXISTINGMILLER BEANFUNERAL HOME

EXISTING GULFGAS STATIONEXISTING RENTALPROPERTY317 CEDAR AVE

142'

153'

145'

142'

EXISTINGLA MEXIANITA424 CEDAR AVE

15 MIN. PARKING

SIGN (T.B.R.)

NO PARKING

HERE TO CORNER SIGN (T.B.R.)

25 MPH

SIGN (T.B.R.) NO PARKING

SIGN (T.B.R.)

15 MIN. PARKING SIGN (T.B.R.)

NO PARKING

SIGN (T.B.R.)

STOP HERE ON RED

& NO PARKING

SIGN (T.B.R.)

U.P. PPL

57165/N45667

NO PARKING

SIGN (T.B.R.)

U.P. PPL

5717/N45675

NO PARKING

SIGN (T.B.R.)

U.P. PPL

57192/N45688

NO PARKING

SIGN (T.B.R.)

NO PARKING

SIGN (T.B.R.)

HC PARKING

SIGN (T.B.R.)

SEG

:0060 / O

FFSET: 0200

T. O F R

IVER

ST./ C

AVE

SEG

:0060 / O

FFSET: 0391

T. O F O

R C

ST./

AVE

STAR

T BASE BID

VEM

T ALO

N G

Y ST/C

AVE

BASE BID

VEM

T ALO

G C

AVE

S.R . 3023 (C

AVE)

T. O F H

Y ST./ C

AVE

(ALTER

ATE #1)

REBAR (FD.)

22" CSGV

24"

GVCS GV

U.P. PPL

57194/N45690

24"

U.P. PPL

57193 N45687

GUY

GVCS16"

16"

U.P. PPL

57188/N45691

GVCSCSFH

U.P. PPL 20K

57197/N45693

GAS METER

WATER MH

CSGVGV CS

U.P. PPL

57180/N45683 15"

BOLLARD

U.P. FEUI 6

W/BRIDGE 14'2"

1500' AHEAD

U.P. PPL

57173/N45668

CSCS

U.P. PPL W/LIGHT

57185/N45680

15"

15"CS

U.P. FEUI 51

U.P. PPL

W/STOP SIGN

57171/N45663

WALK SIGNAL

W/ONE WAY

U.P. PPL

51214/N45719

SIGNAL MAST

U.P. PPL

57206/N45710BOLLARD

U.P. PPL

57199/N45703

CSGVCS

U.P. -METAL

WALK SIGNAL

U.P. PPL

57222/N45718

GUY

U.P. PPL

57220/N45718

20"

GUY

U.P. PPL 57212

GUY20"

22"

U.P. PPL

57204/N45701

20" GV

RIM:724.18

1' 1'

FOU

HICKO

RY ST

X-WALK

4.2' DC

W/DWS

4.8' DC

W/DWS

X-W

ALK 6' DC

W/DWS

X-WALK

4.3' DC

W/DWS

60' LEGAL R/W

LINE FOR CITY ROAD

60' LEGAL R/W

LINE FOR CITY ROAD

4.9' DC

W/DWS

4.8' DC

W/DWS

GRASS

WALL

PORCH

7' DC

W/DWS

35.4' DC

BITUMINOUSPARKING LOT

15' DC

CONC. WALK

WALL

9' DC

WALL

BIT W

ALK

WALL GRASS

11.8' DC

14.7' DC

13.1' DC

GRAVEL

GRASS

SPLIT RAILFENCE

STEPS STEPS

ALL

WALL

RIVER ST

X-W

ALK

6' DC

W/DWS

5.2' DC

W/DWS

7.2' DC

W/DWS

BIT. DRIVE

60' LEGAL R/W

LINE FOR CITY ROAD

53.5' DC

33.5' DC

DY/4"

WALL

CONC.STEPS WOODSTEPS

WALL

CONC.STEPS

CONC. WALK

31.3' DC

X-W

ALK

CANOPY ABOVE

GASPUMP ISLAND

CONC. WALK

39' DCCONC. WALK

5' DC

W/DWS

7.7' DC

W/DWS

DY/4"

CURB

CEDAR AVE (SR 3023)

RCHARD ST

LEGAL RIGHT-OF-WAY LINE

60'

LEGAL RIGHT-OF-WAY LINE

LEGAL

RIGHT-OF-WAY

LINESAN MH

RIM:736.62

S S

SAN MH

RIM:730.18

SAN MH

RIM:722.94

S S S

SAN MH

RIM:723.54

PASPC

734.35 730.30

727.149 722.51

722.28 723.95

723.70722.63

721.72

722.31

724.41727.11731.30

732 731

730 729 728 727 726

BARRYISETT&associatesINC

MULTI- DISCIPLINE ENGINEERS AND CONSULTANTS

610 .398 .0904 barryisett.com

AutoCAD SHX Text

CITY OF SCRANTON

AutoCAD SHX Text 4-0

AutoCAD SHX Text

DISTRICT

AutoCAD SHX Text

LACKAWANNA

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

ROUTE

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

1 OF ?

AutoCAD SHX Text

SR 3023

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

%%USCALE

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISED FOR BID PLAN SET

AutoCAD SHX Text 3/28/25

AutoCAD SHX Text

KOT

AutoCAD SHX Text

REV. NO.

AutoCAD SHX Text

HIGHWAY OCCUPANCY PERMIT PLAN

AutoCAD SHX Text

DSGN: KOT

AutoCAD SHX Text

DRAWN: KOT

AutoCAD SHX Text

CHK: RS

AutoCAD SHX Text

DATE: 03/04/25

AutoCAD SHX Text

JOB NO.: 366424.002

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

2 OF X

AutoCAD SHX Text

CEDAR AVE IMPROVEMENTS

AutoCAD SHX Text

AutoCAD SHX Text FILENAME: C:\USERS\KTHOMAS\DC\ACCDOCS\BARRY ISETT AND ASSOCIATES\366424.002_SCRANTON_OECD_CEDAR_AVE\PROJECT FILES\CIVIL\_PROD\366424002_02_EF-1.DWG - March 24, 2025 5:00 PM

AutoCAD SHX Text

DEMOLITION PLAN-2

AutoCAD SHX Text

AutoCAD SHX Text E.O.P.

AutoCAD SHX Text

BIT.

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text (T.B.R.)

AutoCAD SHX Text

RELOCATE

AutoCAD SHX Text

(REL.)

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text E.O.P.

AutoCAD SHX Text

(REP.)

AutoCAD SHX Text

TO BE REPLACED

AutoCAD SHX Text

(REM.)

AutoCAD SHX Text

TO REMAIN

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

6" PINE

AutoCAD SHX Text

6" MAPLE

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

CURBING

AutoCAD SHX Text

STORM MH

AutoCAD SHX Text

INLET

AutoCAD SHX Text

& INLET

AutoCAD SHX Text

STORM LINE, MANHOLE,

AutoCAD SHX Text

& CLEANOUT

AutoCAD SHX Text

SANITARY LINE, MANHOLE,

AutoCAD SHX Text

SAN

AutoCAD SHX Text

SAN. MH

AutoCAD SHX Text U.P.

AutoCAD SHX Text U/E

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

%%UEXISTING

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

CENTERLINE

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

BITUMINOUS

AutoCAD SHX Text

BIT.

AutoCAD SHX Text X

AutoCAD SHX Text

WATER MAIN & VALVE

AutoCAD SHX Text

GAS MAIN & VALVE

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

TO BE REMOVED

AutoCAD SHX Text

OVERHEAD ELECTRIC

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

EVERGREEN TREE

AutoCAD SHX Text

DECIDUOUS TREE

AutoCAD SHX Text

LOT LINE

AutoCAD SHX Text %%uLEGEND

AutoCAD SHX Text

VERTICAL TEXT INDICATES PROPOSED FEATURES

AutoCAD SHX Text

SLANTED TEXT INDICATES EXISTING FEATURES

AutoCAD SHX Text

OVERHEAD WIRES

AutoCAD SHX Text O/L

AutoCAD SHX Text

DWS

AutoCAD SHX Text

DETECTABLE WARNING SURFACE

AutoCAD SHX Text

RWM

AutoCAD SHX Text

REFLECTIVE WARNING MARKER

AutoCAD SHX Text

DWS

AutoCAD SHX Text

RWM

AutoCAD SHX Text

DEP. CURB

AutoCAD SHX Text

%%UEXISTING

AutoCAD SHX Text

%%UPROPOSED

AutoCAD SHX Text

%%UEXISTING

AutoCAD SHX Text

CONCRETE WALKWAY

AutoCAD SHX Text

CONCRETE WALKWAY (T.B.R.)

AutoCAD SHX Text

CURB (T.B.R.)

AutoCAD SHX Text

TREE WELLS (T.B.R.)

AutoCAD SHX Text

PAVEMENT SAWCUT FOR RESTORATION (T.B.R.)

GENERAL NOTES: : 1. ALL UTILITY VALVE BOXES WITHIN SIDEWALK TO BE RESET PRIOR TO ALL UTILITY VALVE BOXES WITHIN SIDEWALK TO BE RESET PRIOR TO NEW SIDEWALK INSTALLATION. 2. EXISTING SIGNAGE POLES TO BE REMOVED AND REPLACED. EXISTING SIGNAGE POLES TO BE REMOVED AND REPLACED. 3. FOR EXISTING SIGNS TO BE REMOVED AND REPLACED. REFER TO FOR EXISTING SIGNS TO BE REMOVED AND REPLACED. REFER TO SIGNAGE TABULATION ON SHEET 13. 4. ALL EXISTING TREEWELLS TO BE REMOVED AND CONCRETE SIDEWALK ALL EXISTING TREEWELLS TO BE REMOVED AND CONCRETE SIDEWALK INSTALLED. 5. SIDEWALK INSTALLED AROUND THE EXISTING UTILITY POLE BASES SIDEWALK INSTALLED AROUND THE EXISTING UTILITY POLE BASES MUST HAVE A MINIMUM 2'x2' BOXED OUT AREA WITH EXPANSION JOINTS INSTALLED. 6. PROPOSED SIDEWALK SHALL NOT EXCEED 2% MAX. CROSS-SLOPE. PROPOSED SIDEWALK SHALL NOT EXCEED 2% MAX. CROSS-SLOPE. CONTRACTOR MUST HOLD EXISTING ELEVATIONS AT THE BACK OF THE SIDEWALK THROUGHOUT INSTALLATION. 7. SITE TRIANGLE ADDED WITH 10FT OFFSET FROM TRAVEL LANE. SITE TRIANGLE ADDED WITH 10FT OFFSET FROM TRAVEL LANE. 8.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 27, 2025.