2-Roadway Plan 10-22-2025.pdf

PDF 2 MB Posted Nov 7, 2025

Attached to: Sherrod Hill Road Bridge Replacement
Solicitation number: Not on record
Issued by: Erie County, Pennsylvania

About this file

Written by GovTribe AI · Nov 7, 2025

The document is a set of engineering drawings for the T-313 Sherrod Hill Road Bridge Replacement Project in Elk Creek Township, Erie County, Pennsylvania. The project involves constructing a new bridge over Cussewago Creek, with a total project length of 700 feet (0.133 miles), spanning from Station 14+00.00 to Station 21+00.00. The drawings include detailed plans for road grading, bridge structure, drainage, utility relocations, and right-of-way specifications, with the design classification noted as a rural local road with a 40 MPH design speed.

The project scope includes multiple critical components such as excavation (Class 1 and Class 2), selected borrow aggregate, geotextile fabric, subbase asphalt mixture, bridge structures, dynamic pile testing, steel pile installation, protective coatings, and temporary construction support systems. The earthwork summary indicates various cubic yard requirements for excavation, select borrow, and embankment, with specific materials and classifications detailed throughout the engineering drawings. The project appears to be a comprehensive infrastructure improvement aimed at replacing an existing bridge and upgrading the surrounding roadway infrastructure to meet current engineering and safety standards.

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Other files

File	Type	Posted
5-Bidding Documents 10-22-2025.pdf	PDF	Nov 7, 2025
4-Structure Plan 5-1-2025.pdf	PDF	Nov 7, 2025
3-ESC Plan 10-22-2025.pdf	PDF	Nov 7, 2025
1-Right-of-Way Plan 9-27-2024.pdf	PDF	Nov 7, 2025

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HORIZONTAL

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SCALE

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60 FEET

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AND OTHER SCALES AS SHOWN IN THE DRAWINGS

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TOTAL SHEETS

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DISTRICT

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COUNTY

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TOWNSHIP OR BOROUGH

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ROUTE

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SECTION

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DRAWINGS

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CONSTRUCTION

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FOR

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ELK CREEK TOWNSHIP

AutoCAD SHX Text File name: X:\Elk Creek Township\Sherrod Hill Road Bridge 2021\_CAD\2140122 WORKING 2025-11-05.dwg

AutoCAD SHX Text FROM STA %%U 14+00.00 %%U TO STA. %%U 21+00.00 %%U LENGTH %%U 700 %%U FT. %%U 0.133 %%U MI.

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IN ELK CREEK TOWNSHIP

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T-313 SHERROD HILL ROAD BRIDGE OVER CUSSEWAGO CREEK

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ERIE

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ERIE COUNTY, PENNSYLVANIA

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DESIGN DESIGNATION

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TRAFFIC DATA

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HIGHWAY CLASSIFICATION DESIGN SPEED PAVEMENT WIDTH SHOULDER WIDTH

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CURRENT A.D.T. DESIGN YEAR A.D.T. D.H.V. D T

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ELK CREEK TOWNSHIP

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DATE: 10/22/2025

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PROFESSIONAL ENGINEER

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PREPARED BY:

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DEISS & HALMI ENGINEERING, INC. 105 MEADVILLE STREET EDINBORO PA 16412

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APPROVED BY:

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TOWNSHIP SUPERVISOR

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DATE:

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OTHER APPLICABLE PLANS

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RIGHT-OF-WAY PLAN EROSION AND SEDIMENTATION CONTROL PLAN STRUCTURE PLANS

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RURAL LOCAL ROAD 40 MPH 20'-0" 4'-0"

AutoCAD SHX Text 256 (2023) 279 (2043) 25 59% 10%

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REGISTERED

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PROFESSIONAL

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STEVEN R. HALMI

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ENGINEER

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PE-055808-E

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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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REVISIONS

AutoCAD SHX Text File name: X:\Elk Creek Township\Sherrod Hill Road Bridge 2021\_CAD\2140122 WORKING 2025-11-05.dwg

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REVISION NUMBER

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AutoCAD SHX Text T-313

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DATE

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AutoCAD SHX Text 1-0

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ELK CREEK TOWNSHIP

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GENERAL NOTES

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ERIE

AutoCAD SHX Text THE LEGAL RIGHT-OF-WAY ON T-313, FROM STATION 14+40.00 TO STATION 20+25.00, IS VARIABLE BASED ON PLAN OF SHERROD HILL ROAD (T-313) SECTION 000 R/W, SIGNED ON OCTOBER 28, 2024 AND RECORDED ON NOVEMBER 13, 2024 IN THE ERIE COUNTY RECORDER'S OFFICE AS INSTRUMENT NO. 2024-018728. HORIZONTAL CONTROL IS BASED ON AN ASSUMED COORDINATE SYSTEM AND MAGNETIC NORTH. VERTICAL CONTROL IS BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). CUSSEWAGO CREEK IS NOT A NAVIGABLE STREAM. TEMPORARY CONSTRUCTION EASEMENT. AN EASEMENT TO USE THE LAND AS NECESSARY DURING CONSTRUCTION OF THE PROJECT. THE EASEMENT IS REQUIRED ONLY UNTIL THE CONSTRUCTION OR WORK INDICATED BY THE PLAN IS COMPLETED, UNLESS SOONER RELINQUISHED IN WRITING BY ELK CREEK TOWNSHIP. ALL CURVE DATA IS BASED ON THE ARC DEFINITION UNLESS OTHERWISE NOTED. SLOPE LIMITS SHOWN ON THIS PLAN ARE INDICATED AS FOLLOWS

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TABULATION OF OVERALL PROJECT LENGTH

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TOWNSHIP ROAD

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STATIONS

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FROM STA 14+00 TO STA 21+00

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SHEET INDEX

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DESCRIPTION

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SHEET

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SUMMARY OF REQUIRED RIGHT-OF-WAY PROJECT COORDINATES

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BASED ON AN ASSUMED COORDINATE SYSTEM

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TITLE SHEET

AutoCAD SHX Text LOCATION MAP, GENERAL NOTES, COORDINATES, EQUALITIES, UTILITIES, AND TYPICAL SECTION

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ROADWAY PLAN

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ROADWAY PROFILE

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CROSS SECTIONS

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CUT

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FILL

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TYPICAL ROADWAY SECTION

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NOT TO SCALE

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10' LANE

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10' LANE

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ROUTE

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STATION

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POINT

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COORDINATES

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BEARING

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NORTH

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EAST

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LIST OF PUBLIC UTILITIES

AutoCAD SHX Text PA-ONE-CALL PHONE: 1-800-242-1776, SERIAL NUMBER (DESIGN) - 20213632294 ELK CREEK TOWNSHIP

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1 MILE

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LEGEND

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OWNER

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ADDRESS

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REPRESENTATIVE

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TELEPHONE/EMAIL

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EXISTING GROUND

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EXISTING GROUND

AutoCAD SHX Text PLACING STOCKPILED TOPSOIL; SEEDING AND SOIL SUPPLEMENTS - FORMULA C INCLUDING MULCH; AND TEMPORARY SHORT-TERM ROLLED EROSION CONTROL PRODUCT TYPE D

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0.06 FT/FT

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0.06 FT/FT

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0.02 FT/FT

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0.02 FT/FT

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PROJECT

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STATE ROUTE

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TOWNSHIP ROAD

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LOCATION MAP

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%%USCALE

AutoCAD SHX Text NOTES: 1. LANE WIDTH TO MATCH EXISTING FROM STA 14+25 TO 14+40. NO LANE WIDTH TO MATCH EXISTING FROM STA 14+25 TO 14+40. NO SHOULDER FROM STA 14+25 TO 14+40. 2. LANE WIDTH TRANSITIONS FROM EXISTING WIDTH AT STA 14+40 TO LANE WIDTH TRANSITIONS FROM EXISTING WIDTH AT STA 14+40 TO 10' AT STA 14+90. SHOULDER WIDTH TRANSITIONS FROM 0' AT STA 14+40 TO 4' AT STA 14+90. 3. OUTSIDE EDGE OF SHOULDER TO TOP OF SLOPE TRANSITIONS FROM OUTSIDE EDGE OF SHOULDER TO TOP OF SLOPE TRANSITIONS FROM 0' AT STA 15+50 TO 5' AT STA 16+00. 4. OUTSIDE EDGE OF SHOULDER TO TOP OF SLOPE TRANSITIONS FROM OUTSIDE EDGE OF SHOULDER TO TOP OF SLOPE TRANSITIONS FROM 5' AT STA 19+00 TO 0' AT STA 19+50. 5. LANE WIDTH TRANSITIONS FROM 10' AT STA 20+00 TO EXISTING LANE WIDTH TRANSITIONS FROM 10' AT STA 20+00 TO EXISTING WIDTH AT STA 20+50. SHOULDER WIDTH TRANSITIONS FROM 4' AT STA 20+00 TO 0' AT STA 20+50.

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T-313 CONSTR

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T-313 CONSTR & R/W

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REFER ALSO TO: 1) STRUCTURE PLANS 2) EROSION AND SEDIMENTATION CONTROL PLAN

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SUPERELEVATION DETAILS

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SUPPLEMENTAL DRAWINGS

AutoCAD SHX Text PENNDOT STANDARD DRAWING NUMBER RC-10M - - RC-13M - - RC-25M - - RC-50M - - RC-51M - - RC-30M - - RC-40M --

AutoCAD SHX Text DESCRIPTION CLASSIFICATION OF EARTHWORK PAY LIMIT OF SUBBASE SHOULDERS GUIDE RAIL TO BRIDGE BARRIER TRANSITIONS TYPE 31 STRONG POST GUIDE RAIL SUBSURFACE DRAINS SLOPE PROTECTION

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TABULATION OF CONSTRUCTION LENGTH

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TOWNSHIP ROAD

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STATIONS

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FROM STA 14+25 TO STA 20+50

AutoCAD SHX Text 625.00

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POB

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SUMMARY OF QUANTITIES

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GEOTEXTILE FABRIC, CLASS 4, TYPE C

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POE

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STEAMBANK PROTECTION DETAIL

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REGISTERED

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PROFESSIONAL

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STEVEN R. HALMI

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ENGINEER

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PE-055808-E

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AutoCAD SHX Text File name: X:\Elk Creek Township\Sherrod Hill Road Bridge 2021\_CAD\2140122 WORKING 2025-11-06.dwg

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REVISIONS

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DATE

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REV NO

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DISTRICT

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COUNTY

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ROUTE

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SECTION

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ELK CREEK TOWNSHIP

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ERIE

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QUANTITY

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ITEM NUMBER

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FOR TAB SEE SHEET

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SUMMARY

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CLASS 1 EXCAVATION

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SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 2A

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AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, <0.3 MILLION ESALS, 25.0 MM MIX, 3 1/2" DEPTH

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SUBBASE 6" DEPTH (NO. 2A)

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AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, <0.3 MILLION ESALS, 9.5 MM MIX, SRL-L, 1 1/2" DEPTH

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BITUMINOUS TACK COAT

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MOBILIZATION

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CLEARING AND GRUBBING

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SEEDING AND SOIL SUPPLEMENTS - FORMULA C CONSERVATION MIX, INCLUDING MULCH

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CONSTRUCTION SURVEYING, TYPE B

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CLASS 2 EXCAVATION

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PERMANENT IMPACT ATTENUATING DEVICE, TYPE II, TEST LEVEL 3, TANGENT (MASH)

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EACH

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TYPE 31-S GUIDE RAIL

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THRIE-BEAM GUIDE RAIL TO PA TYPE 10M BRIDGE BARRIER TRANSITION WITHOUT CURB

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EACH

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CONSTRUCTION SURVEYING, TYPE D

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PLACING STOCKPILED TOPSOIL

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TEMPORARY SHORT-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 2D

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EACH

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PUMPED WATER FILTER BAG

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COMPOST FILTER SOCK, 12" DIAMETER

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STREAM DIVERSION AND DEWATERING

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MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

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ROCK CONSTRUCTION ENTRANCE

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BID TAB ITEM NO.

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GEOTEXTILE, CLASS 4, TYPE C

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SEE SPECIAL PROVISIONS

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REINFORCEMENT BARS, EPOXY COATED

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RESTRIKE TEST PILE, 3 DAY WAITING PERIOD

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EACH

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STEEL HP14X102 PRODUCTION PILE

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STEEL HP14X102 PILE TIP REINFORCEMENT

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REMOVAL OF EXISTING BRIDGE

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BRIDGE STRUCTURE, AS DESIGNED

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DYNAMIC PILE LOAD TEST

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EACH

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AND 49,463

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AND 10

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AND 2

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AND 218

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TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM

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AND 8

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AND 448

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STR

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STR

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STR

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STR

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STR

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AND

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SUMMARY

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SEE SPECIAL PROVISIONS

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AND

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EACH

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GUIDE RAIL MOUNTED DELINEATOR, TYPE D (W/W)

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CLASS 1

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EARTHWORK SUMMARY ENTIRE PROJECT

AutoCAD SHX Text THE INFORMATION ON ESTIMATED AMOUNTS OF EARTHWORK HAS BEEN USED IN THE PRELIMINARY ESTIMATE DO NOT USE AS A WAIVER OF ANY PROVISIONS OF THE SPECIFICATIONS AND CONTRACTS

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CUBIC YARDS OF EXCAVATION

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CLASS 1A

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CLASS 1B

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CLASS 2

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CLASS 3

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CLASS 4

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CUBIC YARDS OF COMPLETED EMBANKMENT*

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CUBIC YARDS OF COMMON BORROW

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CUBIC YARDS OF WASTE

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AutoCAD SHX Text PART OF LUMP SUM STRUCTURE ITEM * DOES NOT INCLUDE STRUCTURE EMBANKMENT. INCLUDES ZERO (0) CUBIC YARDS OF SELECTED BORROW EXCAVATION, COARSE DOES NOT INCLUDE STRUCTURE EMBANKMENT. INCLUDES ZERO (0) CUBIC YARDS OF SELECTED BORROW EXCAVATION, COARSE INCLUDES ZERO (0) CUBIC YARDS OF SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 2A. THE 82 CUBIC YARDS OF NO 2A INDICATED FOR BID TAB ITEM NO. 4 IS A CONTINGENCY ITEM ONLY TO BE USED IF INSUFFICIENT SUITABLE EXCAVATED MATERIAL IS AVAILABLE FOR EMBANKMENT.

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CUBIC YARDS OF SELECT BORROW EXCAVATION ROCK, CLASS R-8 CHOKED WITH R-4

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CUBIC YARDS OF SELECT BORROW EXCAVATION COARSE AGGREGATE, NO 57

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24" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL

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SELECTED BORROW EXCAVATION ROCK, CLASS R-7, CHOKED WITH R-4

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CUBIC YARDS OF SELECT BORROW EXCAVATION ROCK, CLASS R-7 CHOKED WITH R-4

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MODIFIED MUD SILL CRIBBING

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REGISTERED

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PROFESSIONAL

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STEVEN R. HALMI

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OHE

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OHE

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PC16+13.17

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PT18+18.48

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SHEET

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AutoCAD SHX Text File name: X:\Elk Creek Township\Sherrod Hill Road Bridge 2021\_CAD\2140122 WORKING 2025-11-05.dwg

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REVISIONS

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DATE

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SCALE

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60 FEET

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ELK CREEK TOWNSHIP

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ERIE

AutoCAD SHX Text HORIZONTAL CURVE DATA PI STA 17+17.53 Δ= 25°17'54" LT D= 12°19'18" T= 104.36' L= 205.32' R= 465.00' E= 11.57' PC STA 16+13.17 PT STA 18+18.48

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12" CPP

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T-313 SHERROD HILL ROAD

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CUSSEWAGO CREEK

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FLOODPLAIN ZONE A

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FLOODPLAIN ZONE X

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FLOODPLAIN ZONE A

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FLOODPLAIN ZONE X

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FLOODPLAIN ZONE A

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FLOODPLAIN ZONE X

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FLOODPLAIN ZONE A

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AutoCAD SHX Text NOTES: 1. CONTOURS, STRUCTURES, ROADS AND EXISTING FEATURES PLOTTED CONTOURS, STRUCTURES, ROADS AND EXISTING FEATURES PLOTTED FROM SURVEY BY DEISS & HALMI ENGINEERING, INC. ON 1/5/2022, 5/18/2022, AND 8/2/2022. 2. ELEVATIONS REFERENCE NAVD 88. ELEVATIONS REFERENCE NAVD 88. 3. THE CONTRACTOR SHALL CALL PENNSYLVANIA ONE CALL SYSTEM, INC. THE CONTRACTOR SHALL CALL PENNSYLVANIA ONE CALL SYSTEM, INC. A MINIMUM OF 3 WORKING DAYS PRIOR TO BEGINNING WORK, TELEPHONE NUMBER 1-800-242-1776. 4. SPECIAL FLOOD HAZARD AREA BOUNDARY (PLOTTED FROM FEMA FIRM SPECIAL FLOOD HAZARD AREA BOUNDARY (PLOTTED FROM FEMA FIRM PANEL #42049C0580D, EFFECTIVE DATE FEBRUARY 19, 2014). 5. WETLANDS DELINEATED BY URBAN ENGINEERS, INC.WETLANDS DELINEATED BY URBAN ENGINEERS, INC.

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INV=1011.39

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INV=1009.36

AutoCAD SHX Text PROPOSED STREAMBANK PROTECTION (CONSTRUCT PER EROSION AND SEDIMENTATION CONTROL PLAN DRAWINGS AND STANDARD DRAWING RC-40M)

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PROPOSED BRIDGE (REFER TO STRUCTURE PLANS)

AutoCAD SHX Text REMOVE EXISTING 20" STEEL DRIVEWAY CULVERT AND REPLACE WITH 140 LF 24" THERMOPLASTIC PIPE CULVERT

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BM #1 ELEV. 1221.14 MAG NAIL IN PAVEMENT 0.7' L STA 13+13.7

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BM #2 ELEV. 1215.42 NAIL IN UTILITY POLE #025470 19.7' RT STA 15+08.3

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BM #3 ELEV. 1220.61 NAIL IN UTILITY POLE #025434 32.3' RT STA 21+32.2

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BM #4 ELEV. 1216.65 MAG NAIL IN PAVEMENT 0.0' RT STA 29+41.3

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GEORGE D. WARD & JARED D. WARD

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DAVID P. & ANNETTE K. HOTCHKISS

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WETLANDS

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WETLANDS

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WETLANDS

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CONSTR. & R/W

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EXISTING PAVEMENT EDGES

AutoCAD SHX Text UTILITY NOTES: EXISTING OVERHEAD ELECTRICAL LINE IS TO BE RELOCATED OUTSIDE WORK AREA BY UTILITY OWNER PRIOR TO CONSTRUCTION.

AutoCAD SHX Text GUIDE RAIL NOTES: 1. GUIDE RAIL SHALL BE PENNDOT TYPE 31-S. GUIDE RAIL SHALL BE PENNDOT TYPE 31-S. 2. GUIDE RAIL ENDS SHALL HAVE PERMANENT IMPACT ATTENUATING GUIDE RAIL ENDS SHALL HAVE PERMANENT IMPACT ATTENUATING DEVICE, TYPE II, TEST LEVEL 3, TANGENT (MASH). 3. TRANSITIONS SHALL BE THRIE-BEAM GUIDE RAIL TRANSITION TO PA TRANSITIONS SHALL BE THRIE-BEAM GUIDE RAIL TRANSITION TO PA TYPE 10M BRIDGE BARRIER TRANSITION WITHOUT CURB. 4. LENGTHS INDICATED ON PLAN INCLUDE LENGTH OF END SECTION AND LENGTHS INDICATED ON PLAN INCLUDE LENGTH OF END SECTION AND LENGTH OF TRANSITION SECTION.

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LEGAL RIGHT-OF-WAY LINE

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OVERHEAD ELECTRIC

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STREAM/DITCH/EDGE OF WATER

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EXISTING CONTOURS

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WETLANDS

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PROPOSED CONTOURS

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PROPERTY LINE

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%%U LEGEND

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LIMIT OF WORK STA 14+00 T-313 ELK CREEK TOWNSHIP ERIE COUNTY

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LIMIT OF WORK STA 21+00 T-313 ELK CREEK TOWNSHIP ERIE COUNTY

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END PAVEMENT STA 20+50 MATCH EXISTING

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BEGIN PAVEMENT STA 14+25 MATCH EXISTING

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CONCRETE APPROACH SLABS (REFER TO STRUCTURE PLANS)

AutoCAD SHX Text

MEET EXISTING DITCH LINE STA 20+50±

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EXISTING PAVEMENT EDGES

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PROPOSED RELOCATED DITCH LINE

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PROPOSED RELOCATED DITCH LINE

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PROPOSED RELOCATED DITCH LINE

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PROPOSED RELOCATED DITCH LINE

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MEET EXISTING DITCH LINE STA 14+50±

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MEET EXISTING DITCH LINE STA 14+40±

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MEET EXISTING DITCH LINE STA 20+40±

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PROPOSED GUIDE RAIL 89.4 LF (SEE NOTE)

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PROPOSED GUIDE RAIL 89.4 LF (SEE NOTE)

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PROPOSED GUIDE RAIL 89.4 LF (SEE NOTE)

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PROPOSED GUIDE RAIL 89.4 LF (SEE NOTE)

AutoCAD SHX Text S 76°57'52" E

AutoCAD SHX Text N 77°44'14" E

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TEMPORARY CONSTRUCTION EASEMENT

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TEMPORARY CONSTRUCTION EASEMENT

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TEMPORARY CONSTRUCTION EASEMENT

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LEGAL R/W LINE

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LEGAL R/W LINE

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UTILITY POLE

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UTILITY POLE

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UTILITY POLE

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REGISTERED

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PROFESSIONAL

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STEVEN R. HALMI

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ENGINEER

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PE-055808-E

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13+00

AutoCAD SHX Text 13+50

AutoCAD SHX Text 14+00

AutoCAD SHX Text 14+50

AutoCAD SHX Text 15+00

AutoCAD SHX Text 15+50

AutoCAD SHX Text 16+00

AutoCAD SHX Text 16+50

AutoCAD SHX Text 17+00

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SHEET

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AutoCAD SHX Text File name: X:\Elk Creek Township\Sherrod Hill Road Bridge 2021\_CAD\2140122 WORKING 2025-11-05.dwg

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REVISIONS

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DATE

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REV NO

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6 FEET

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SCALE

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60 FEET

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HORIZONTAL

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VERTICAL

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DISTRICT

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COUNTY

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ROUTE

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SECTION

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ELK CREEK TOWNSHIP

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ERIE

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%%USHERROD HILL ROAD PROFILE

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EXISTING LOW CHORD ELEVATION 1204.33 UPSTREAM 1204.35 DOWNSTREAM

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PROPOSED ROAD GRADE

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EXISTING LOW CHORD ELEVATION 1204.62 UPSTREAM 1204.64 DOWNSTREAM

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PVI STA 15+50.00 PVI ELEV 1208.77 LVC=290.00' K=65

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PVT STA 16+95 ELEV 1208.05

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PVC STA 14+05 ELEV 1216.01

AutoCAD SHX Text +1.68%

AutoCAD SHX Text -4.99%

AutoCAD SHX Text -0.50%

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PVC STA 17+90 ELEV 1207.57

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PVT STA 19+30 ELEV 1208.40

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EXISTING ROAD GRADE

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PVI STA 18+60.00 PVI ELEV 1207.22 LVC=140.00' K=64

AutoCAD SHX Text 1220.5

AutoCAD SHX Text 1215.0

AutoCAD SHX Text 1215.02

AutoCAD SHX Text 1213.6

AutoCAD SHX Text 1213.92

AutoCAD SHX Text 1212.4

AutoCAD SHX Text 1212.90

AutoCAD SHX Text 1211.4

AutoCAD SHX Text 1211.97

AutoCAD SHX Text 1210.4

AutoCAD SHX Text 1211.14

AutoCAD SHX Text 1209.5

AutoCAD SHX Text 1210.40

AutoCAD SHX Text 1208.7

AutoCAD SHX Text 1209.76

AutoCAD SHX Text 1208.2

AutoCAD SHX Text 1209.22

AutoCAD SHX Text 1207.7

AutoCAD SHX Text 1208.78

AutoCAD SHX Text 1207.4

AutoCAD SHX Text 1208.43

AutoCAD SHX Text 1207.2

AutoCAD SHX Text 1208.18

AutoCAD SHX Text 1207.1

AutoCAD SHX Text 1208.02

AutoCAD SHX Text 1207.0

AutoCAD SHX Text 1207.90

AutoCAD SHX Text 1206.9

AutoCAD SHX Text 1207.77

AutoCAD SHX Text 1206.9

AutoCAD SHX Text 1207.65

AutoCAD SHX Text 1207.0

AutoCAD SHX Text 1207.53

AutoCAD SHX Text 1207.1

AutoCAD SHX Text 1207.49

AutoCAD SHX Text 1207.1

AutoCAD SHX Text 1207.55

AutoCAD SHX Text 1207.5

AutoCAD SHX Text 1207.71

AutoCAD SHX Text 1207.8

AutoCAD SHX Text 1207.96

AutoCAD SHX Text 1208.2

AutoCAD SHX Text 1208.31

AutoCAD SHX Text 1208.7

AutoCAD SHX Text 1208.73

AutoCAD SHX Text 1209.2

AutoCAD SHX Text 1209.22

AutoCAD SHX Text 1209.9

AutoCAD SHX Text 1209.90

AutoCAD SHX Text 1210.6

AutoCAD SHX Text 1210.65

AutoCAD SHX Text 1219.2

AutoCAD SHX Text 1217.8

AutoCAD SHX Text 1216.4

AutoCAD SHX Text 1211.5

AutoCAD SHX Text 1212.5

AutoCAD SHX Text 1213.6

AutoCAD SHX Text 1215.2

AutoCAD SHX Text 1211.51

AutoCAD SHX Text

24" CPP CULVERT

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REGISTERED

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PROFESSIONAL

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STEVEN R. HALMI

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ENGINEER

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PE-055808-E

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SHEET

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AutoCAD SHX Text File name: X:\Elk Creek Township\Sherrod Hill Road Bridge 2021\_CAD\2140122 WORKING 2025-11-05.dwg

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REVISIONS

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DATE

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REV NO

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DISTRICT

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COUNTY

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ROUTE

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SECTION

AutoCAD SHX Text T-313

AutoCAD SHX Text 1-0

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ELK CREEK TOWNSHIP

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ERIE

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%%UMETHOD OF ATTAINING SUPERELEVATION

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NOT TO SCALE

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SUPERELEVATION IS ROTATED ABOUT THE BASELINE

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GRAPHIC HAS BEEN PROVIDED TO SUPPLEMENT SHERROD HILL ROAD PAVEMENT ELEVATIONS

AutoCAD SHX Text END FULL SUPERELEVATION BEGIN SUPERELEVATION TRANSITION BEGIN SUPERELEVATION RUNOFF (LR) STA 17+72.94

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GRADE POINT

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GRADE POINT

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GRADE POINT

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GRADE POINT

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GRADE POINT

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GRADE POINT

AutoCAD SHX Text 6.0%

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T-313 (SHERROD HILL ROAD) CONSTR

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SHOULDER

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SHOULDER

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LANE

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LANE

AutoCAD SHX Text 6.0%

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 8.0%

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 4.26%

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 0.0%

AutoCAD SHX Text 6.0%

AutoCAD SHX Text 8.0%

AutoCAD SHX Text 6.0%

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text END LEFT SHOULDER TRANSITION END RIGHT SHOULDER ROUNDING BEGIN RIGHT SHOULDER ROUNDING TAPER STA 18+07.44

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END RIGHT SHOULDER ROUNDING TAPER STA 18+37.40

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BEGIN RIGHT SHOULDER TRANSITION BEGIN CROSS SLOPE REMOVAL STA 18+76.44

AutoCAD SHX Text END SUPERELEVATION RUNOFF (LR) END RIGHT SHOULDER TRANSITION BEGIN TANGENT RUNOUT (LT) STA 19+10.94

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END TANGENT RUNOUT (LT) END CROSS SLOPE REMOVAL STA 19+45.44

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4'-0" ROUNDING

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FINISHED PAVEMENT ELEVATIONS

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STATION

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LT EDGE SHLDR.

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LT LANE

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RT LANE

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RT EDGE SHLDR.

AutoCAD SHX Text 6.0%

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 6.0%

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GRADE POINT

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 8.0%

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GRADE POINT

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 6.0%

AutoCAD SHX Text

GRADE POINT

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 4.26%

AutoCAD SHX Text 6.0%

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GRADE POINT

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 6.0%

AutoCAD SHX Text 2.0%

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GRADE POINT

AutoCAD SHX Text 0.0%

AutoCAD SHX Text 6.0%

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 6.0%

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GRADE POINT

AutoCAD SHX Text 6.0%

AutoCAD SHX Text 2.0%

AutoCAD SHX Text END SUPERELEVATION RUNOFF (LR) END SUPERELEVATION TRANSITION BEGIN FULL SUPERELEVATION STA 16+58.72

AutoCAD SHX Text BEGIN LEFT SHOULDER TRANSITION END RIGHT SHOULDER ROUNDING TAPER BEGIN RIGHT SHOULDER ROUNDING STA 16+24.21

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BEGIN RIGHT SHOULDER ROUNDING TAPER STA 15+94.26

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END RIGHT SHOULDER TRANSITION END CROSS SLOPE REMOVAL STA 15+55.21

AutoCAD SHX Text END TANGENT RUNOUT (LT) BEGIN SUPERELEVATION RUNOFF (LR) BEGIN RIGHT SHOULDER TRANSITION STA 15+20.71

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BEGIN TANGENT RUNOUT (LT) BEGIN CROSS SLOPE REMOVAL STA 14+86.21

AutoCAD SHX Text 1425.00

AutoCAD SHX Text 1214.90

AutoCAD SHX Text 1215.02

AutoCAD SHX Text 1214.53

AutoCAD SHX Text 1440.00

AutoCAD SHX Text 1214.25

AutoCAD SHX Text 1214.36

AutoCAD SHX Text 1213.90

AutoCAD SHX Text 1450.00

AutoCAD SHX Text 1213.74

AutoCAD SHX Text 1213.79

AutoCAD SHX Text 1213.92

AutoCAD SHX Text 1213.51

AutoCAD SHX Text 1213.46

AutoCAD SHX Text 1475.00

AutoCAD SHX Text 1212.58

AutoCAD SHX Text 1212.75

AutoCAD SHX Text 1212.90

AutoCAD SHX Text 1212.63

AutoCAD SHX Text 1212.46

AutoCAD SHX Text 1486.21

AutoCAD SHX Text 1212.09

AutoCAD SHX Text 1212.31

AutoCAD SHX Text 1212.47

AutoCAD SHX Text 1212.27

AutoCAD SHX Text 1212.05

AutoCAD SHX Text 1500.00

AutoCAD SHX Text 1211.56

AutoCAD SHX Text 1211.80

AutoCAD SHX Text 1211.97

AutoCAD SHX Text 1211.85

AutoCAD SHX Text 1211.61

AutoCAD SHX Text 1520.71

AutoCAD SHX Text 1210.86

AutoCAD SHX Text 1211.10

AutoCAD SHX Text 1211.27

AutoCAD SHX Text 1211.03

AutoCAD SHX Text 1525.00

AutoCAD SHX Text 1210.72

AutoCAD SHX Text 1210.96

AutoCAD SHX Text 1211.14

AutoCAD SHX Text 1211.16

AutoCAD SHX Text 1210.94

AutoCAD SHX Text 1550.00

AutoCAD SHX Text 1209.97

AutoCAD SHX Text 1210.21

AutoCAD SHX Text 1210.40

AutoCAD SHX Text 1210.57

AutoCAD SHX Text 1210.47

AutoCAD SHX Text 1555.21

AutoCAD SHX Text 1209.82

AutoCAD SHX Text 1210.06

AutoCAD SHX Text 1210.26

AutoCAD SHX Text 1210.46

AutoCAD SHX Text 1210.38

AutoCAD SHX Text 1575.00

AutoCAD SHX Text 1209.21

AutoCAD SHX Text 1209.45

AutoCAD SHX Text 1209.76

AutoCAD SHX Text 1210.08

AutoCAD SHX Text 1210.00

AutoCAD SHX Text 1600.00

AutoCAD SHX Text 1208.52

AutoCAD SHX Text 1208.76

AutoCAD SHX Text 1209.22

AutoCAD SHX Text 1209.68

AutoCAD SHX Text 1209.60

AutoCAD SHX Text 1613.17

AutoCAD SHX Text 1208.20

AutoCAD SHX Text 1208.44

AutoCAD SHX Text 1208.98

AutoCAD SHX Text 1209.51

AutoCAD SHX Text 1209.43

AutoCAD SHX Text 1624.21

AutoCAD SHX Text 1207.95

AutoCAD SHX Text 1208.19

AutoCAD SHX Text 1208.79

AutoCAD SHX Text 1209.39

AutoCAD SHX Text 1209.31

AutoCAD SHX Text 1625.00

AutoCAD SHX Text 1207.93

AutoCAD SHX Text 1208.17

AutoCAD SHX Text 1208.78

AutoCAD SHX Text 1209.38

AutoCAD SHX Text 1209.30

AutoCAD SHX Text 1650.00

AutoCAD SHX Text 1207.38

AutoCAD SHX Text 1207.68

AutoCAD SHX Text 1208.43

AutoCAD SHX Text 1209.18

AutoCAD SHX Text 1209.10

AutoCAD SHX Text 1658.72

AutoCAD SHX Text 1207.21

AutoCAD SHX Text 1207.53

AutoCAD SHX Text 1208.33

AutoCAD SHX Text 1209.13

AutoCAD SHX Text 1209.05

AutoCAD SHX Text 1675.00

AutoCAD SHX Text 1207.06

AutoCAD SHX Text 1207.38

AutoCAD SHX Text 1208.18

AutoCAD SHX Text 1208.98

AutoCAD SHX Text 1208.90

AutoCAD SHX Text 1818.48

AutoCAD SHX Text 1206.71

AutoCAD SHX Text 1206.95

AutoCAD SHX Text 1207.49

AutoCAD SHX Text 1208.03

AutoCAD SHX Text 1207.95

AutoCAD SHX Text 1825.00

AutoCAD SHX Text 1206.75

AutoCAD SHX Text 1206.99

AutoCAD SHX Text 1207.49

AutoCAD SHX Text 1207.99

AutoCAD SHX Text 1207.91

AutoCAD SHX Text 1850.00

AutoCAD SHX Text 1206.96

AutoCAD SHX Text 1207.20

AutoCAD SHX Text 1207.55

AutoCAD SHX Text 1207.90

AutoCAD SHX Text 1207.82

AutoCAD SHX Text 1875.00

AutoCAD SHX Text 1207.26

AutoCAD SHX Text 1207.50

AutoCAD SHX Text 1207.71

AutoCAD SHX Text 1207.92

AutoCAD SHX Text 1207.84

AutoCAD SHX Text 1876.44

AutoCAD SHX Text 1207.28

AutoCAD SHX Text 1207.52

AutoCAD SHX Text 1207.72

AutoCAD SHX Text 1207.92

AutoCAD SHX Text 1207.84

AutoCAD SHX Text 1900.00

AutoCAD SHX Text 1207.52

AutoCAD SHX Text 1207.76

AutoCAD SHX Text 1207.96

AutoCAD SHX Text 1208.03

AutoCAD SHX Text 1207.84

AutoCAD SHX Text 1910.94

AutoCAD SHX Text 1207.66

AutoCAD SHX Text 1207.90

AutoCAD SHX Text 1208.10

AutoCAD SHX Text 1207.86

AutoCAD SHX Text 1925.00

AutoCAD SHX Text 1207.87

AutoCAD SHX Text 1208.11

AutoCAD SHX Text 1208.31

AutoCAD SHX Text 1208.23

AutoCAD SHX Text 1207.99

AutoCAD SHX Text 1945.44

AutoCAD SHX Text 1208.22

AutoCAD SHX Text 1208.46

AutoCAD SHX Text 1208.66

AutoCAD SHX Text 1208.46

AutoCAD SHX Text 1208.22

AutoCAD SHX Text 1950.00

AutoCAD SHX Text 1208.29

AutoCAD SHX Text 1208.53

AutoCAD SHX Text 1208.73

AutoCAD SHX Text 1208.51

AutoCAD SHX Text 1208.27

AutoCAD SHX Text 1975.00

AutoCAD SHX Text 1208.78

AutoCAD SHX Text 1209.02

AutoCAD SHX Text 1209.22

AutoCAD SHX Text 1208.85

AutoCAD SHX Text 1208.61

AutoCAD SHX Text 2000.00

AutoCAD SHX Text 1209.46

AutoCAD SHX Text 1209.70

AutoCAD SHX Text 1209.90

AutoCAD SHX Text 1209.38

AutoCAD SHX Text 1209.14

AutoCAD SHX Text 2025.00

AutoCAD SHX Text 1210.33

AutoCAD SHX Text 1210.45

AutoCAD SHX Text 1210.65

AutoCAD SHX Text 1209.99

AutoCAD SHX Text 1209.87

AutoCAD SHX Text 2050.00

AutoCAD SHX Text 1211.31

AutoCAD SHX Text 1211.51

AutoCAD SHX Text 1210.90

AutoCAD SHX Text

REFER TO FINISHED DECK/APPROACH SLAB ELEVATIONS ON STRUCTURE PLANS

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REGISTERED

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PROFESSIONAL

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STEVEN R. HALMI

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ENGINEER

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PE-055808-E

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-0+50

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AutoCAD SHX Text -0+10

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+10

AutoCAD SHX Text 0+20

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AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+50

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AutoCAD SHX Text -0+50

AutoCAD SHX Text -0+40

AutoCAD SHX Text -0+30

AutoCAD SHX Text -0+20

AutoCAD SHX Text -0+10

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+10

AutoCAD SHX Text 0+20

AutoCAD SHX Text 0+30

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+50

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AutoCAD SHX Text -0+50

AutoCAD SHX Text -0+40

AutoCAD SHX Text -0+30

AutoCAD SHX Text -0+20

AutoCAD SHX Text -0+10

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+10

AutoCAD SHX Text 0+20

AutoCAD SHX Text 0+30

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+50

AutoCAD SHX Text

AutoCAD SHX Text -0+50

AutoCAD SHX Text -0+40

AutoCAD SHX Text -0+30

AutoCAD SHX Text -0+20

AutoCAD SHX Text -0+10

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+10

AutoCAD SHX Text 0+20

AutoCAD SHX Text 0+30

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+50

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SHEET

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REVISIONS

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DATE

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REV NO

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DISTRICT

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COUNTY

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ROUTE

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SECTION

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AutoCAD SHX Text 1-0

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ELK CREEK TOWNSHIP

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ERIE

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%%U STATION 14+50

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%%U STATION 14+75

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%%U STATION 15+00

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%%U STATION 14+25

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2 FEET

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SCALE

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20 FEET

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HORIZONTAL

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VERTICAL

AutoCAD SHX Text 2:1

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CHANNEL BOTTOM WIDTH 2.0' ELEV. 1210.7

AutoCAD SHX Text

CHANNEL BOTTOM WIDTH 2.0' ELEV. 1212.04

AutoCAD SHX Text

CHANNEL BOTTOM WIDTH 2.0' ELEV. 1210.4

AutoCAD SHX Text

CHANNEL BOTTOM WIDTH 2.0' ELEV. 1209.6

AutoCAD SHX Text 1215.0

AutoCAD SHX Text 1215.02

AutoCAD SHX Text 1213.6

AutoCAD SHX Text 1213.92

AutoCAD SHX Text 1212.4

AutoCAD SHX Text 1212.90

AutoCAD SHX Text 1211.4

AutoCAD SHX Text 1211.97

AutoCAD SHX Text

24" CPP DRIVEWAY CULVERT

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24" CPP DRIVEWAY CULVERT

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

STEVEN R. HALMI

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ENGINEER

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PE-055808-E

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AutoCAD SHX Text A

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AutoCAD SHX Text -0+40

AutoCAD SHX Text -0+30

AutoCAD SHX Text -0+20

AutoCAD SHX Text -0+10

AutoCAD SHX Text 0+00

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Au…

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File details come from the government source that posted it. Updated Nov 7, 2025.