1-Bridge 358 Superstructure Replacement Contract Drawings.pdf
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- York County, Pennsylvania
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Bridge 358 Superstructure Replacement - Construction Drawings
This document consists of construction drawings and technical specifications for the City of York, Pennsylvania's Bridge 358 Superstructure Replacement project, located on North Beaver Street over Willis Run. The project involves replacing an existing single-span steel I-beam bridge with a new composite, prestressed concrete spread box beam superstructure. The work encompasses approximately 114 feet (0.022 miles) of N. Beaver Street from Station 1+72.00 to Station 2+86.00, including full-depth pavement reconstruction, concrete curb and sidewalk installation, drainage inlet modifications, chain link fence installation, and traffic control measures. The design accommodates current average daily traffic of 3,218 vehicles (projected to 3,465 by 2045) at a design speed of 25 mph on an urban major collector route with pavement widths varying from 30'-0" to 32'-5". The bridge span measures 41'-6" center-to-center with an under-clearance of 6'-7" and clear road width of 30'-0". Sealed bids for the project are due online via the PennBid Program by 10:00 AM on Wednesday, May 27, 2026, with public opening and reading at the same time. The contract time is 135 calendar days. A bid bond or certified check in the amount of 10% of the maximum bid is required from each bidder.
The City of York reserves the right to accept or reject any or all bids, with contract award scheduled at a regularly scheduled City Council meeting. The project is subject to Pennsylvania Prevailing Wage Act requirements (Act No. 442, P.L. 987). Bidding documents are available at no cost through the PennBid Program. The drawings indicate coordination requirements with multiple utility providers including Metropolitan Edison, Columbia Gas of PA, York Water Company, Verizon North, PA American Water, and Comcast Cable, with a PA One Call System notification required three working days prior to excavation (Serial No. 20241501134). The design was prepared by C.S. Davidson, Inc., consulting civil engineers, and construction shall comply with Publication 408 Specifications dated 2020. The project includes erosion and sediment pollution control plans, traffic control plans totaling 2 sheets, and detailed structure plans (L-586) comprising 22 sheets with comprehensive site and profile information based on Pennsylvania State Plane Coordinates (South Zone, NAD 83) and North American Vertical Datum of 1988.
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IN COUNTYYORK
BRIDGE NO. 358 SUPERSTRUCTURE REPLACEMENT
ON N. BEAVER STREET
OVER WILLIS RUN
CITY OF YORK
DRAWINGS
FOR
CONSTRUCTION
OF
N. BEAVER STREET FROM STA. TO STA. LENGTH FT. MI.1+20.00 3+53.00 114.00 0.022
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5/1/2026
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BOROUGH
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TOTAL SHEETS
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DESIGN DESIGNATION
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TRAFFIC DATA
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HIGHWAY CLASSIFICATION
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- URBAN MAJOR COLLECTORURBAN MAJOR COLLECTORMAJOR COLLECTOR
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CURRENT A.D.T.
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- 3,218 (2025)
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DESIGN SPEED
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- 25 MPH
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DESIGN YEAR A.D.T.
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- 3,465 (2045)3,465 (2045)465 (2045)
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PAVEMENT WIDTH
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- VARIES 30'-0" TO 32'-5"
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- 34734747
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SHOULDER WIDTH
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- N/A
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- 1%1%%
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HORIZONTAL
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%%USCALE
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VERTICAL
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FEET
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FEET
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REG. PROF.
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DATE
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ENGINEER
AutoCAD SHX Text PREPARED BY C.S. DAVIDSON, INC. CONSULTING CIVIL ENGINEERS 38 NORTH DUKE STREET YORK, PENNSYLVANIA 17401
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YORK
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YORK
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N BEAVER ST
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ALSO INCLUDED
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TRAFFIC CONTROL PLAN
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2 SHEETS SHEETS
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EROSION AND SEDIMENT POLLUTION CONTROL PLAN
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5 SHEETS
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STRUCTURE PLAN (L-586)
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22 SHEETS SHEETS
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LOC
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N. BEAVER STREET
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WILLIS RUN
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WILLIS LN
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LINCOLN DRIVE
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HOUSING AUTHORITY OF THE CITY OF YORK
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%%ULIST OF PROPERTY OWNERS
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%%ULEGEND
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PLAN SHEET
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PROFILE SHEET
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PARCEL IDENTIFICATION NUMBER
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PARCEL IDENTIFICATION NUMBER-NO TAKE
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REVISION NUMBER
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REVISIONS
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DATE
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BY
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%%UINDEX MAP
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DISTRICT
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COUNTY
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SHEET
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OF
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YORK
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N BEAVER ST
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CITY OF YORK
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%%USCALE
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FEET
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0.08 MILES TO PARKWAY BLVD8 MILES TO PARKWAY BLVD MILES TO PARKWAY BLVD
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0.15 MILES TO JEFFERSON AVE15 MILES TO JEFFERSON AVE MILES TO JEFFERSON AVEJEFFERSON AVE
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INDEX OF DRAWINGS
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DESCRIPTION
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SHEET
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TITLE SHEET
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INDEX MAP
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LOCATION MAP & GENERAL NOTES
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TYPICAL SECTIONS & DETAILS
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PLAN SHEET
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AutoCAD SHX Text STOP WORK STA. 2+86.00 N BEAVER STREET STOP DY/4" MATCH EXISTING PAVEMENT MARKINGS
AutoCAD SHX Text START WORK STA. 1+72.00 N BEAVER STREET START DY/4" MATCH EXISTING PAVEMENT MARKINGS
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N. BEAVER STREET SURVEY & CONSTR
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LIMIT OF WORK STA. 1+20.00 N BEAVER STREET CITY OF YORK YORK COUNTY
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LIMIT OF WORK STA. 3+53.00 N BEAVER STREET CITY OF YORK YORK COUNTY
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LEGAL RIGHT-OF-WAY LINE FOR CITY ROAD
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LEGAL RIGHT-OF-WAY LINE FOR CITY ROAD
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REVISION NUMBER
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OF
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YORK
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N BEAVER ST
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CITY OF YORK
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CITY OF YORK SERIAL NO. 20241501134
AutoCAD SHX Text THREE WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR MUST CONTACT THE PA ONE CALL SYSTEM, INC., PHONE 1-800-242-1776
AutoCAD SHX Text THE PA ONE CALL TOLL FREE TELEPHONE NUMBER 1-800-242-1776. THE FOLLOWING IS THE SERIAL NUMBER FOR THIS PROJECT:
AutoCAD SHX Text METROPOLITEN EDISON, A FIRST ENERGY COMPANY 2800 POTTSVILLE PIKE READING, PA 19640 CONTACT: SHAYNE SMITH 1-717-848-7181 EMAIL: shasmith@firstenergycorp.com
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LIST OF PUBLIC UTILITIES
AutoCAD SHX Text COLUMBIA GAS OF PA INC 1600 COLONY ROAD YORK, PA. 15301 CONTACT: COLE HAINES EMAIL: chaines@nisource.com
AutoCAD SHX Text YORK CITY 1625 TORONITA ST YORK, PA. 17402 CONTACT: DAVID RUDOLPH EMAIL: Drudolph@yorkcity.org
AutoCAD SHX Text YORK WATER COMPANY 130 E MARKET STREET YORK PA 17401 CONTACT: TYLER CLEMENS EMAIL: tylerc@yorkwater.com
AutoCAD SHX Text VERIZON NORTH 31 SOUTH BEAVER STREET YORK, PA 17401 CONTACT: DAVID NEWMISTER EMAIL: dave.newmister@verizon.com 1-717-771-5298
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%%URECORD OF EXISTING ROAD TYPES
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UNKNOWN
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%%UTABULATION OF OVERALL LENGTH
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%%UTABULATION OF CONSTRUCTION LENGTH
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%%UTABULATION OF STATION EQUALITIES
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%%USUMMARY OF PROJECT CENTERLINE COORDINATES
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N BEAVER STREET - STA. 1+20.00 TO STA. 3+53.00 = 233 FT. = 0.044 MILES
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N BEAVER STREET - STA. 1+72.00 TO STA. 2+86.00 = 114 FT. = 0.022 MILES
AutoCAD SHX Text 0+10.03
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PC
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PI
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N BEAVER STREET SURVEY & CONSTR
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ROUTE STATION POINT BEARING
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NORTH EAST
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COORDINATES
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POT
AutoCAD SHX Text NOTE: FOUR (4) PLACE COORDINATES ARE USED FOR COMPUTATIONAL PURPOSES ONLY AND DO NOT IMPLY A PRECISION BEYOND TWO (2) DECIMAL PLACES.
AutoCAD SHX Text 233509.6693
AutoCAD SHX Text 2253419.2075
AutoCAD SHX Text 233519.3824
AutoCAD SHX Text 2253421.6962
AutoCAD SHX Text 233615.6055
AutoCAD SHX Text 2253446.3501
AutoCAD SHX Text 233697.9225
AutoCAD SHX Text 2253390.7570
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SUMMARY OF TRAVERSE POINT COORDINATES
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BASED ON PA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 83
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POINT NUMBER
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STATION
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OFFSET
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DESCRIPTION
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COORDINATES
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NORTH
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EAST
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AutoCAD SHX Text 2+32.99
AutoCAD SHX Text 46.36' R
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8" SPIKE
AutoCAD SHX Text 233753.9180
AutoCAD SHX Text 2253408.8826
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AutoCAD SHX Text 2+15.68
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8" SPIKE
AutoCAD SHX Text 233683.1245
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AutoCAD SHX Text 1+85.25
AutoCAD SHX Text 33.34' L
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PK NAIL
AutoCAD SHX Text 233671.0459
AutoCAD SHX Text 2253368.3760
AutoCAD SHX Text NOTE: FOUR (4) PLACE COORDINATES ARE USED FOR COMPUTATIONAL PURPOSES ONLY AND DO NOT IMPLY A PRECISION BEYOND TWO (2) DECIMAL PLACES.
AutoCAD SHX Text BASED ON THE PENNSYLVANIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE NORTH AMERICAN DATUM (NAD) 83
AutoCAD SHX Text %%uGENERAL NOTES:
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BC-788M
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BC-755M
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BC-752M
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BC-736M
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BC-734M
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BC-732M
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NOVEMBER 23, 2022
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FEBRUARY 19, 2021
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TC-8600
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JUNE 13, 2013
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TC-8702B
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JUNE 13, 2013
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BC-775M
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BC-751M
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BC-735M
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SEPTEMBER 30, 2016
AutoCAD SHX Text RC-10M JUNE 1, 2010 JUNE 1, 2010 RC-11M JUNE 1, 2010 JUNE 1, 2010 RC-12M NOVEMBER 1, 2022 NOVEMBER 1, 2022 RC-13M JUNE 1, 2010 JUNE 1, 2010 RC-24M FEBRUARY 19, 2021 FEBRUARY 19, 2021 RC-28M SEPTEMBER 1, 2023 SEPTEMBER 1, 2023 RC-30M FEBRUARY 27, 2023 FEBRUARY 27, 2023 RC-45M FEBRUARY 19, 2021 FEBRUARY 19, 2021 RC-46M FEBRUARY 19, 2021 FEBRUARY 19, 2021 RC-70M FEBRUARY 8, 2019 FEBRUARY 8, 2019 RC-72M FEBRUARY 8, 2019 FEBRUARY 8, 2019 RC-73M FEBRUARY 8, 2019 FEBRUARY 8, 2019 RC-74M FEBRUARY 8, 2019 FEBRUARY 8, 2019 RC-75M JUNE 1, 2010 JUNE 1, 2010 RC-77M DECEMBER 17, 2019 DECEMBER 17, 2019
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NOVEMBER 23, 2022
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JANUARY 31, 2019
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NOVEMBER 23, 2022
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JANUARY 31, 2019
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NOVEMBER 23, 2022
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NOVEMBER 23, 2022
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DETAILS, OTHER THAN THOSE INDICATED, ARE ON THE FOLLOWING STANDARD DRAWINGS:
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TC-8716
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FEBRUARY 21, 2024
AutoCAD SHX Text THE LEGAL RIGHT-OF-WAY FOR N BEAVER STREET FROM STATION 1+20.00 TO 3+53.00 IS 60' AS PROVIDED BY THE CITY OF YORK. CONSTRUCT PROJECT IN ACCORDANCE WITH PUBLICATION 408 SPECIFICATIONS DATED 2020 AND LATEST REVISIONS. THREE WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR MUST CONTACT THE PA ONE CALL SYSTEM, INC., PHONE 1-800-242-1776 SERIAL NO. FOR THE FOR THE CITY OF YORK. HORIZONTAL CONTROL IS BASED ON THE PENNSYLVANIA STATE PLANE COORDINATE SYSTEM, PENNSYLVANIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NORTH AMERICAN DATUM (NAD) 83 VERTICAL CONTROL IS BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). ALL CURVE DATA IS BASED ON THE ARC DEFINITION UNLESS OTHERWISE INDICATED. WILLIS RUN IS A NON NAVIGABLE STREAM.
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%%ULEGEND
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STATE ROAD
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CITY ROAD
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DETOUR ROUTE
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PROJECT LOCATION
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%%USCALE
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FEET
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AutoCAD SHX Text COMCAST CABLE 1131 S. DUKE STREET LANCASTER, PA 17602 CONTACT: NATHAN FOUGHT EMAIL: nathan.fought@comcast.net 1-717-742-0838
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W. PHILADELPHIA ST.
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PARKWAY
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BLVD
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COTTAGE HILL RD
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N BEAVER STREET
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N PERISHING AVE
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JEFFERSON AVE
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PC
AutoCAD SHX Text 233753.8077
AutoCAD SHX Text 2253353.0147
AutoCAD SHX Text 4+31.48
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PI
AutoCAD SHX Text 233892.4634
AutoCAD SHX Text 2253259.3729
AutoCAD SHX Text 5+87.08
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AutoCAD SHX Text N 2°58'13" E
AutoCAD SHX Text 234059.5534
AutoCAD SHX Text 2253268.0426
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AutoCAD SHX Text PA AMERICAN WATER 1701 BLACK BRIDGE ROAD MECHANICSBURG, PA 17055 CONTACT: DAVE BOORE EMAIL: david.boore@amwater.com
AutoCAD SHX Text N 34°02'00" W
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%%UTYPICAL SECTION
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%%UN. BEAVER STREET
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VARIES 14'-11" TO 15'-0"
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VARIES 17'-6" TO 15'-0"
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CONCRETE
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VARIES 1.5%%% TO 2.0%%%
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VARIES 30'-0" TO 32'-5"
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NOT TO SCALE
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CEMENT
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AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-M
AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 25.0 MM MIX, 5" DEPTH
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SUBBASE 8" DEPTH (NO. 2A)
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EXISTING GROUND
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%%UTYPICAL SECTION
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VARIES 14'-10" TO 15'-0"
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VARIES 15'-0" TO 15'-4"
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VARIES 30'-0" TO 30'-2"
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CEMENT
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CITY OF YORK
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CHAIN LINK FENCE ITEM 9000-0011 NOT TO SCALE
AutoCAD SHX Text NOTE: 1. ALL PROPOSED CHAIN LINK FENCE SHALL MATCH EXISTING IN ALL PROPOSED CHAIN LINK FENCE SHALL MATCH EXISTING IN HEIGHT, SIZE AND TYPE. 2. THE CONTRACTOR SHALL COORDINATE WITH THE HOUSING THE CONTRACTOR SHALL COORDINATE WITH THE HOUSING AUTHORITY OF THE CITY OF YORK FOR FENCE INSTALLATION. 3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE HOUSING AUTHORITY OF THE CITY OF YORK'S APPROVAL OF THE PROPOSED CHAIN LINK FENCE TO BE USED. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND SHALL BE SIGNED OFF ON BY THE HOUSING AUTHORITY OF THE CITY OF YORK.
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MATCH EXISTING HIEGHT
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POST TOP
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END POST
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BRACE RAIL
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BOTTOM SELVAGE KNUCKLED
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HOG RING
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TENSION BAR
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30" MIN.
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30" MIN.
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AASHTO NO. 57
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CLASS A CEMENT CONCRETE
MATCH EXISTING (10'-0" MAX.)
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WILLIS RUN
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CONC. SIDEWALK
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REVISION NUMBER
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YORK
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1.5%%% (2%%% MAX.)
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%%U6" THICK CONCRETE SIDEWALK DETAIL
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ITEM 9676-0001
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FLARED SLOPE SURFACE
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1/4" RADIUS
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%%UDEPRESSED CURB AT RAMP
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SLOPE TO MATCH RAMP OR LANDING SLOPE
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CLASS A CEMENT CONCRETE
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(3/4") RADIUS
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CURB FLUSH WITH ROADWAY SURFACE
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EXPANSION JOINT
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W/WWF 6X6 W2.9X W2.9 (6GA.) 1 1/2" BELOW TOP SURFACE
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CLASS A CEMENT CONCRETE
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SCORE JOINT
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ON PLAN
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VARIES
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6" THICK SIDEWALK
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%%UMONOLITHIC CURB DETAIL
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SLOPE AS SHOWN
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NOT TO SCALE
AutoCAD SHX Text W/WF 6x6 W2.9X
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W2.9 (6 GA.) 1 1/2"
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BELOW TOP SURFACE
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6" COMPACTED AGGREGATE SUBBASE (AASHTO NO. 57)
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CLASS A CEMENT CONCRETE
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6" THICK REINFORCED CEMENT CONCRETE SIDEWALK (BID ITEM 9676-0001)
AutoCAD SHX Text 6" COMPACTED AGGREGATE SUBBASE (AASHTO NO. 57) (INCIDENTAL TO BID ITEM 9676-0001)
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%%UCURB RAMP/SIDEWALK DETAIL
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%%USCALE
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FEET
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POINT
AutoCAD SHX Text A
AutoCAD SHX Text 366.76
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ELEV
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TYPE
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BC
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AutoCAD SHX Text 366.82
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BC
AutoCAD SHX Text C
AutoCAD SHX Text 366.65
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BC
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STATION
AutoCAD SHX Text 1+89.15
AutoCAD SHX Text 1+88.61
AutoCAD SHX Text 1+98.24
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OFFSET
AutoCAD SHX Text 18.90'
AutoCAD SHX Text 23.13'
AutoCAD SHX Text 15.09'
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AutoCAD SHX Text 366.76
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ELEV
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TYPE
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TC
AutoCAD SHX Text 366.82
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TC
AutoCAD SHX Text 367.32
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TC
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N. BEAVER STREET
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TS
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TOP OF SIDEWALK
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BC
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BOTTOM OF CURB
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TC
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TOP OF CURB
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%%UABBREVIATIONS
AutoCAD SHX Text A
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PLAIN CEMENT CONCRETE CURB (BID ITEM 4630-0045)
AutoCAD SHX Text REMOVE AND RESET BRICK CROSSWALK PAVERS AS NECESSARY TO INSTALL CURB (INCIDENTAL TO BID ITEM 4630-0045)
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PLAIN CEMENT CONCRETE TAPERED CURB (BID ITEM 4630-0045)
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TIE IN AT EXISTING SIDEWALK JOINT
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TIE IN AT EXISTING SIDEWALK JOINT
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TIE IN AT EXISTING SIDEWALK JOINT
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TIE IN AT EXISTING SIDEWALK JOINT
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TIE IN AT EXISTING SIDEWALK JOINT
AutoCAD SHX Text 4.5'
AutoCAD SHX Text 4.2'
AutoCAD SHX Text 4.5'
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1.5%%% SLOPE (2%%% MAX)
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AS SHOWN ON PLAN
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EXISTING/PROPOSED CONC. CURB
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%%UPLAN
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GRASS STRIP
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GRASS STRIP (WIDTH AS SHOWN ON PLAN)
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%%UTYPICAL SECTION
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NOT TO SCALE
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CONTRACTION JOINT EVERY 5'
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EXPANSION JOINT EVERY 30'
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4" CONCRETE SIDEWALK (BID ITEM 4676-0001)
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4" THICK CONCRETE SIDEWALK
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CONCRETE SIDEWALK WITH GRASS STRIP DETAIL
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2%%% SLOPE
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6" THICK TOPSOIL
AutoCAD SHX Text 6" COMPACTED AGGREGATE SUBBASE (AASHTO NO. 57) (INCIDENTAL TO BID ITEM 4676-0001)
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NOT TO SCALE
AutoCAD SHX Text NOTE: 1. IN ACCORDANCE WITH RC-67M THE DEPRESSED CURB MAY BE IN ACCORDANCE WITH RC-67M THE DEPRESSED CURB MAY BE PLACED MONOLITHICALLY WITH THE CURB RAMP, SIDE FLARES OR BOTH. 2. MONOLITHIC CURB SHALL BE MEASURED AND PAID FOR UNDER MONOLITHIC CURB SHALL BE MEASURED AND PAID FOR UNDER ITEM 4630-0045.
NOTE: 1. IN ACCORDANCE WITH RC-67M THE DEPRESSED CURB MAY BE IN ACCORDANCE WITH RC-67M THE DEPRESSED CURB MAY BE PLACED MONOLITHICALLY WITH THE CURB RAMP, SIDE FLARES OR BOTH. 2. MONOLITHIC CURB SHALL BE MEASURED AND PAID FOR UNDER MONOLITHIC CURB SHALL BE MEASURED AND PAID FOR UNDER ITEM 4630-0045.
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N. BEAVER STREET
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WILLIS RUN
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CONC. SIDEWALK
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CONC. SIDEWALK
AutoCAD SHX Text Bottom of Beam 364.76
AutoCAD SHX Text Bottom of Beam 364.71
AutoCAD SHX Text Bottom of Beam=364.74
AutoCAD SHX Text Bottom of Beam=364.60
AutoCAD SHX Text Bottom of Beam 364.74
AutoCAD SHX Text Bottom of Beam=364.74
AutoCAD SHX Text Bottom of Beam=364.76
AutoCAD SHX Text Bottom Beam =364.76
AutoCAD SHX Text UP No #
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WILLIS LN
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LINCOLN DRIVE
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CONC. SIDEWALK
AutoCAD SHX Text N 14° 22' 16" E
AutoCAD SHX Text N 34° 02' 00" W
AutoCAD SHX Text 6.6%
AutoCAD SHX Text 1.5%
AutoCAD SHX Text 1.5%
AutoCAD SHX Text 1.5%
AutoCAD SHX Text 60' R/W
AutoCAD SHX Text 84"x60" CMP
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36" RCP
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STOP WORK STA. 2+86.00 N BEAVER STREET
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FOR PROFILE SEE SHEET 7 OF 7
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EQUIPMENT.
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EXCAVATION BY USE OF POWER-OPERATED
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OF ALL UNDERGROUND UTILITIES, PRIOR TO
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OWNERS, AND TO DETERMINE THE LOCATION
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IS RESPONSIBLE TO CONTACT ALL UTILITY
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COMPLETE OR ACCURATE. CONTRACTOR
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UTILITIES IS NOT GUARANTEED TO BE
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INFORMATION CONCERNING UNDERGROUND
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NOTE:
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REVISION NUMBER
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REVISIONS
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DATE
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BY
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%%USCALE
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FEET
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DISTRICT
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COUNTY
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ROUTE
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SECTION
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SHEET
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OF
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YORK
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N BEAVER ST
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CITY OF YORK
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AutoCAD SHX Text BM #1 ELEV = 367.86' 67.86' ' STA 1+85.25, 33.34' LT, N BEAVER ST 1+85.25, 33.34' LT, N BEAVER ST +85.25, 33.34' LT, N BEAVER ST 85.25, 33.34' LT, N BEAVER ST , 33.34' LT, N BEAVER ST 33.34' LT, N BEAVER ST ' LT, N BEAVER ST LT, N BEAVER ST T, N BEAVER ST N BEAVER ST NAIL SET IN GRASSSET IN GRASS
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%%UEXISTING STRUCTURE DATA
AutoCAD SHX Text STA. = 2+26.50 TYPE = SINGLE SPAN MULTIPLE STEEL I-BEAM BRIDGE SPAN = 41'-6" C-TO-C BRGS UNDER CLEARANCE = 7'-0" ±CLEAR ROAD WIDTH = 30'-0"0""
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%%UPROPOSED STRUCTURE DATA
AutoCAD SHX Text STA. = 2+26.50 TYPE = SINGLE SPAN COMP P/S CONC COMP P/S CONC P/S CONC CONC SPREAD BOX BEAM BRIDGE SPREAD BOX BEAM BRIDGE SPAN = 41'-6" C-TO-C BRGS UNDER CLEARANCE = 6'-7" ±SKEW = 90° 00' 00" ' 00" 00" 0" CLEAR ROAD WIDTH = 30'-0" STRUCTURE NO. L-586
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%%UPLAN
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START WORK STA. 1+72.00 N BEAVER STREET
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N BEAVER ST SURVEY & CONSTR
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LIMIT OF WORK STA. 1+20.00 N BEAVER STREET CITY OF YORK YORK COUNTY
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LIMIT OF WORK STA. 3+53.00 N BEAVER STREET CITY OF YORK YORK COUNTY
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%%ULEGEND
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TR 1
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TRAVERSE STATION
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N/F HOUSING AUTHORITY OF THE CITY OF YORK
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N/F HOUSING AUTHORITY OF THE CITY OF YORK
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N/F HOUSING AUTHORITY OF THE CITY OF YORK
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N/F HOUSING AUTHORITY OF THE CITY OF YORK
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N/F HOUSING AUTHORITY OF THE CITY OF YORK
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N/F HOUSING AUTHORITY OF THE CITY OF YORK
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LEGAL RIGHT-OF-WAY LINE FOR CITY ROAD
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LEGAL RIGHT-OF-WAY LINE FOR CITY ROAD
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HYDRAULIC DATA
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DRAINAGE AREA: 4.04 SQ. MI.: 4.04 SQ. MI.
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FREQUENCYREQUENCY
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10-YR
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100-YR
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MAGNITUDEAGNITUDE
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970 CFS
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2,000 CFS
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VELOCITY
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6.30 FPS
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8.1 FPS
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W.S. ELEV..S. ELEV.
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AutoCAD SHX Text 363.1
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FLOOD OF RECORD: UNKNOWN: UNKNOWN
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BM #1 #1#1
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TR 5
AutoCAD SHX Text HIGHWAY CLASSIFICATION: URBAN, COLLECTOR COLLECTOR CURRENT ADT = 2,932 (2024) 2,932 (2024) (2024) 4) ) DESIGN YEAR ADT = 3,284 (2045) 3,284 (2045) (2045) 5) ) TRUCK PERCENTAGE = 1% 1% % STOPPING SIGHT DISTANCE = 686.08 FT 686.08 FT FT CURRENT SPEED = 25 MPH DESIGN SPEED = 25 MPH CRITERIA USED: PENNDOT DESIGN MANUAL 2 (MARCH 2024 EDITION, ENNDOT DESIGN MANUAL 2 (MARCH 2024 EDITION, DESIGN MANUAL 2 (MARCH 2024 EDITION, CHANGE NO. 11) AASHTO - A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS (2018, 7TH EDITION)
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DESIGN DATA
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BRICK PAVER CROSSWALK
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BRICK PAVER CROSSWALK
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BEGIN CURB/SIDEWALK REPLACEMENT STA. 1+88.61
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BEGIN CURB REPLACEMENT STA. 1+72.00
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DETECTABLE WARNING SURFACE
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PROPOSED CURB RAMP (SEE DETAIL )
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RESET BRICK PAVERS FOR CROSSWALK (INCIDENTAL TO ITEM 4676-0001)
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BEGIN SIDEWALK REPLACEMENT STA. 1+83.50
AutoCAD SHX Text PROPOSED TYPE C INLET (W/8" REVEAL) 2' X 4' INLET BOX STA. 2+02.62 OFF 13.92' T/G = 366.62 INV. IN = 364.37 INV. OUT = 362.62
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REMOVE EXISTING INLET (INCIDENTAL TO ITEM 4605-2850)
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DETECTABLE WARNING SURFACE
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END SIDEWALK REPLACEMENT STA. 2+87.50
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END CURB REPLACEMENT STA. 2+86.00
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END CURB REPLACEMENT STA. 2+86.00
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END SIDEWALK REPLACEMENT STA. 2+81.07
AutoCAD SHX Text PROPOSED TYPE C INLET (W/8" REVEAL) 2' X 4' INLET BOX STA. 2+02.62 OFF 13.92' T/G = 366.62 INV. OUT = 362.62
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T/G=366.56 INV. OUT=365.10
AutoCAD SHX Text CONNECT EXISTING PIPE TO INLET, CONTRACTOR TO VERIFY PIPE SIZE/MATERIAL (INCIDENTAL TO ITEM 4605-2850)
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REMOVE EXISTING INLET (INCIDENTAL TO ITEM 4605-2850)
AutoCAD SHX Text N. BEAVER STREET PI STA. 1+09.36 Δ = 48° 24' 15" RT T = 99.33' L = 186.70' R = 221.00' E = 21.30' PC STA. 0+10.03 PT STA. 1+96.73
AutoCAD SHX Text N. BEAVER STREET PI STA. 4+31.48 Δ = 37° 00' 13" LT T = 167.31' L = 322.92' R = 500.00' E = 27.25' PC STA. 2+64.17 PT STA. 5+87.08
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INSTALL 20 L.F. OF CHAIN LINK FENCE. CONNECT TO EXISTING FENCE.
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INSTALL 10 L.F. OF CHAIN LINK FENCE. CONNECT TO EXISTING FENCE.
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INSTALL 82 L.F. OF CHAIN LINK FENCE. CONNECT TO EXISTING FENCE
AutoCAD SHX Text PROPOSED TYPE C INLET (W/8" REVEAL) 2' X 4' INLET BOX STA. 2+50.39 OFF 13.92' T/G = 366.62 INV. OUT = 362.01
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REMOVE EXISTING INLET (INCIDENTAL TO ITEM 4605-2850)
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REMOVE EXISTING INLET (INCIDENTAL TO ITEM 4605-2850)
AutoCAD SHX Text PROPOSED TYPE C INLET (W/8" REVEAL) 2' X 4' INLET BOX STA. 2+50.39 OFF 13.92' T/G = 366.62 INV. OUT = 362.01
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EXISTING CONCRETE CHANNEL WALL (TO REMAIN)(TO REMAIN)
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EXISTING CONCRETE CHANNEL WALL (TO REMAIN)(TO REMAIN)
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EXISTING CONCRETE CHANNEL WALL (TO REMAIN)(TO REMAIN)
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TR 6
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TR 3
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RESET STOP SIGN
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INSTALL 18 L.F. OF CHAIN LINK FENCE. CONNECT TO EXISTING FENCE
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RESET "NO PARKING TO CORNER" SIGN
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4" THICK CONCRETE SIDEWALK
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6" THICK CONCRETE SIDEWALK
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DY/4"
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DY/4"
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DOUBLE YELLOW LINE / WIDTH
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EXISTING POST MOUNTED SIGN, TYPE B
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DY/4"
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EXISTING DOUBLE YELLOW LINE/ WIDTH
AutoCAD SHX Text W/6"
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WHITE LINE / WIDTH
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START DY/4" STA. 1+72.00 MATCH EXISTING PAVEMENT MARKINGS
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STOP DY/4" STA. 2+86.00 2+86.00 MATCH EXISTING PAVEMENT MARKINGS
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DY/4"
AutoCAD SHX Text NOTE: 1. THE RELOCATION OF OVERHEAD UTILITIES IS BEING THE RELOCATION OF OVERHEAD UTILITIES IS BEING COORDINATED BY THE OWNER. OVERHEAD LINES WILL BE RELOCATED PRIOR TO CONSTRUCTION. 2. THE CRANE WILL NEED TO BE PLACED ON THE NORTH SIDE OF THE CRANE WILL NEED TO BE PLACED ON THE NORTH SIDE OF THE STRUCTURE AT THE WILLIS LANE INTERSECTION. UTILITY RELOCATION IS BASED OFF OF THIS CRANE LOCATION.
NOTE: 1. THE RELOCATION OF OVERHEAD UTILITIES IS BEING THE RELOCATION OF OVERHEAD UTILITIES IS BEING COORDINATED BY THE OWNER. OVERHEAD LINES WILL BE RELOCATED PRIOR TO CONSTRUCTION. 2. THE CRANE WILL NEED TO BE PLACED ON THE NORTH SIDE OF THE CRANE WILL NEED TO BE PLACED ON THE NORTH SIDE OF THE STRUCTURE AT THE WILLIS LANE INTERSECTION. UTILITY RELOCATION IS BASED OFF OF THIS CRANE LOCATION.
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EXISTING PROFILE
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START WORK STA. 1+72.00 N BEAVER STREET
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LIMIT OF WORK STA. 1+20.00 N BEAVER STREET CITY OF YORK YORK COUNTY
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BEGIN FULL DEPTH RECONSTRUCTION
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STOP WORK STA. 2+86.00 N BEAVER STREET
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LIMIT OF WORK STA. 3+53.00 N BEAVER STREET CITY OF YORK YORK COUNTY
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END FULL DEPTH RECONSTRUCTION
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WILLIS LANE LT
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LINCOLN DRIVE RT
AutoCAD SHX Text G-367.09
AutoCAD SHX Text 367.1
AutoCAD SHX Text +72.00
AutoCAD SHX Text G-367.24
AutoCAD SHX Text 367.2
AutoCAD SHX Text +86.00
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OVERHEAD ELECTRIC LINE (APPROX. LOCATION)LOCATION)
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OVERHEAD ELECTRIC LINE (APPROX. LOCATION)LOCATION)
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EXISTING WATER SERVICE
AutoCAD SHX Text EXISTING & PROPOSED & PROPOSED 100-YEAR W.S. ELEV=363.1.S. ELEV=363.1S. ELEV=363.1. ELEV=363.1ELEV=363.1EV=363.1=363.163.1
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FOR PLAN SEE SHEET 6 OF 7
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REVISION NUMBER
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REVISIONS
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DATE
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BY
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HORIZONTAL
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%%USCALE
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VERTICAL
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FEET
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FEET
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%%UN BEAVER ST PROFILE
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DISTRICT
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COUNTY
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ROUTE
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SECTION
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SHEET
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OF
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YORK
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N BEAVER ST
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CITY OF YORK
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04/27/2026
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YO
R
K C
O U
N
TY
PE
N
N
SY
LV
A
N
IA
JDW
NO SCALE
7/23/2024
040785303_GP11
0407.8.53.03
K d w g C iv il G P .d w g
:5 :3
P M
CHECKED BY
SCALE
N O
DWG. NO.
FILE NO.
DATE
D A
TE
D
ES
C
R
IP
TI
O
N
W
ES
T M
ID
D
LE
S
TR
EE
T, G
ET
TY
SB
U
R G
O
N E
(7
) 3
-3
N
O R
TH
D
U
KE
S
TR
EE
T, Y O
R K, O
N E
(7
) 8
-4
W W
W .C
SD
AV
ID
SO
N .C
O M
W . J
AM
ES
S
TR
EE
T, S U
IT
E
2, L
AN
C
AS
TE
R
N E
(7
) 4
-2
C
IT
Y O
F
YO
R K
IM
PA
C
TS
P
LA
N
B R
ID
G
E
SU
PE
R
ST
R
U C
TU
R
E R
EP
LA
C
EM
EN
T
YO
R
K C
IT
Y
W A
R D
YO
R
K C
O U
N
TY
PE
N
N
SY
LV
A
N
IA
JDW
1" = 10'
7/23/2024
040785303_GP11
0407.8.53.03
GRAPHIC SCALE
( IN FEET )
1 INCH = FT.10
K d w g C iv il G P .d w g
:5 :3
P M d w g S tr u c tu r a l\ L5 .d w g
:0 :4
P M
2/7/2025 d w g S tr u c tu r a l\ L5 .d w g
:0 :5
K d w g S tr u c tu r a l\ L5 .d w g
:0 :5 d w g S tr u c tu r a l\ L5 .d w g
:0 :5 d w g S tr u c tu r a l\ L5 .d w g
:0 :5 d w g S tr u c tu r a l\ L5 .d w g
:0 :5 d w g S tr u c tu r a l\ L5 .d w g
:1 :0 d w g S tr u c tu r a l\ L5 .d w g
:1 :0
K d w g S tr u c tu r a l\ L5 .d w g
:1 :0 d w g S tr u c tu r a l\ L5 .d w g
:1 :0 d w g S tr u c tu r a l\ L5 .d w g
:1 :1 d w g S tr u c tu r a l\ L5 .d w g
:1 :1
K d w g S tr u c tu r a l\ L5 .d w g
:1 :1 d w g S tr u c tu r a l\ L5 .d w g
:1 :1
K d w g S tr u c tu r a l\ L5 .d w g
:1 :1 d w g S tr u c tu r a l\ L5 .d w g
:1 :2 d w g S tr u c tu r a l\ L5 .d w g
:1 :2 d w g S tr u c tu r a l\ L5 .d w g
:1 :2 d w g S tr u c tu r a l\ L5 .d w g
:1 :2 d w g S tr u c tu r a l\ L5 .d w g
:1 :3
K d w g S tr u c tu r a l\ L5 .d w g
:1 :3 d w g S tr u c tu r a l\ L5 .d w g
:1 :3
File details come from the government source that posted it. Updated .