Exhibit B - Stage 2 Bike Path plan set.pdf

PDF 13 MB Posted Jun 26, 2026

Attached to: Swan Creek Greenway Design
Solicitation number: 143078
Issued by: Lucas County, Ohio

About this file

Written by GovTribe AI · Jun 29, 2026

This is a Stage 2 Bike Path Plan Set prepared by the City of Toledo Department of Transportation, Division of Engineering & Construction Management for the Emerald Avenue roadway reconstruction project extending from Anthony Wayne Trail to Ottawa Street in Lucas County, Ohio. The project involves the construction of 0.91 miles of shared-use asphalt path with an 11-foot width, geometric redesign of intersections, roadway narrowing with curb replacement, and minor drainage improvements along Emerald Avenue. The design plans span multiple sheets including schematic drawings organized by station intervals (STA. 10+00 through project end), general notes, typical sections, drive tables, intersection details, plan and profile sheets for both roadway and shared-use path, cross sections, pavement markings, stormwater pollution protection plans, and right-of-way plans. The project is classified as an Urban Local functional classification roadway with design specifications governed by the 2023 Construction Material Standard Specifications of the State of Ohio Department of Transportation.

The plan set identifies multiple utility companies and city departments requiring notification at least seven days prior to construction, including underground utility protection services, AT&T, Toledo Edison, Columbia Gas, Verizon, Buckeye Broadband, and various City of Toledo divisions. The contractor must maintain traffic, manage dust and dirt control, preserve existing trees and tree roots, handle sprinkler system relocation, conduct sewer and drainage facility inspections, and coordinate with environmental services for erosion control monitoring. The project requires comprehensive utility coordination with specific provisions for conduit installation, sprinkler system protection and replacement, removal of pavement and concrete with power saw cuts to nearest joints, and restoration procedures. Various parcels and property owners are identified throughout the project corridor, with right-of-way acquisitions and easements noted where applicable.

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I N D E X O F S H E E T S

L E G E N DD E S I G N D E S I G N A T I O N

N O T E S

Design Constructed:

Construction Completion Date:

NoYes

Record Drawing Date:

A P P R O V A L S

LUC-EMERALD AVE RECONS & PATH

A.W.T. TO OTTAWA STREET

CITY OF TOLEDO, LUCAS COUNTY, OHIO

P R O J E C T D E S C R I P T I O N

PROPOSED

JEREMY MIKOLAJCZYK

CHRISTY SONCRANT, P.E.

TIMOTHY D. GROSJEAN, P.E.

AARON BABAR STELZER

LOCATION MAP

WORK

AREA

Book Page

#-T/SH

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U N D E R G R O U N D U T I L I T I E S

OHIO811.org (Non-members must be called directly)

C o n t a c t T w o W o r k i n g D a y s B e f o r e Y o u D i g

Before You Dig

OHIO811, 8-1-1, or 1-800-362-2764

Project Survey Control System used:

Horizontal Control: NAD 83 before HARN Shift of 1995.

Vertical Control: NAVD 88 Survey Information in Project Folder.

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AutoCAD SHX Text TITLE SHEET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1 SCHEMATIC PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-17 2-17 GENERAL NOTES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18-19 18-19 GENERAL SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 20 TYPICAL SECTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .21-22 DRIVE TABLE/MISCELLANEOUS DETAILS . . . . . . . . . . . . . . . . . . . . . . . . .23-24 INTERSECTION DETAILS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25-34 25-34 PLAN & PROFILE (ROADWAY) . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35-47 35-47 PLAN & PROFILE (SHARED USE PATH) . . . . . . . . . . . . . . . . . . . . . . . . 48-61 CROSS SECTIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 62-71 62-71 PAVEMENT MARKINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M1-M? M1-M? STORM WATER POLLUTION PROTECTION PLAN . . . . . . . . . . . . . . . . . . . . S1-S5 S1-S5 RIGHT-OF-WAY PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RW1-RW4RW1-RW4

AutoCAD SHX Text THIS PROJECT WILL CONSTRUCT 0.91 MILES OF SHARED USE PATH ON PROJECT WILL CONSTRUCT 0.91 MILES OF SHARED USE PATH ON PROJECT WILL CONSTRUCT 0.91 MILES OF SHARED USE PATH ON WILL CONSTRUCT 0.91 MILES OF SHARED USE PATH ON WILL CONSTRUCT 0.91 MILES OF SHARED USE PATH ON CONSTRUCT 0.91 MILES OF SHARED USE PATH ON CONSTRUCT 0.91 MILES OF SHARED USE PATH ON 0.91 MILES OF SHARED USE PATH ON 0.91 MILES OF SHARED USE PATH ON MILES OF SHARED USE PATH ON MILES OF SHARED USE PATH ON OF SHARED USE PATH ON OF SHARED USE PATH ON SHARED USE PATH ON SHARED USE PATH ON USE PATH ON USE PATH ON PATH ON PATH ON ON ON EMERALD AVENUE, FROM ANTHONY WAYNE TRAIL TO OTTAWA STREET. AVENUE, FROM ANTHONY WAYNE TRAIL TO OTTAWA STREET. AVENUE, FROM ANTHONY WAYNE TRAIL TO OTTAWA STREET. FROM ANTHONY WAYNE TRAIL TO OTTAWA STREET. FROM ANTHONY WAYNE TRAIL TO OTTAWA STREET. ANTHONY WAYNE TRAIL TO OTTAWA STREET. ANTHONY WAYNE TRAIL TO OTTAWA STREET. WAYNE TRAIL TO OTTAWA STREET. WAYNE TRAIL TO OTTAWA STREET. TRAIL TO OTTAWA STREET. TRAIL TO OTTAWA STREET. TO OTTAWA STREET. TO OTTAWA STREET. OTTAWA STREET. OTTAWA STREET. STREET. STREET. THIS INCLUDES CONSTRUCTION OF AN 11' WIDE ASPHALT PAVEMENT INCLUDES CONSTRUCTION OF AN 11' WIDE ASPHALT PAVEMENT INCLUDES CONSTRUCTION OF AN 11' WIDE ASPHALT PAVEMENT CONSTRUCTION OF AN 11' WIDE ASPHALT PAVEMENT CONSTRUCTION OF AN 11' WIDE ASPHALT PAVEMENT OF AN 11' WIDE ASPHALT PAVEMENT OF AN 11' WIDE ASPHALT PAVEMENT AN 11' WIDE ASPHALT PAVEMENT AN 11' WIDE ASPHALT PAVEMENT 11' WIDE ASPHALT PAVEMENT 11' WIDE ASPHALT PAVEMENT WIDE ASPHALT PAVEMENT WIDE ASPHALT PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT PAVEMENT PAVEMENT PATH, GEOMETRIC REDESIGN OF INTERSECTIONS, ROADWAY NARROWING GEOMETRIC REDESIGN OF INTERSECTIONS, ROADWAY NARROWING GEOMETRIC REDESIGN OF INTERSECTIONS, ROADWAY NARROWING REDESIGN OF INTERSECTIONS, ROADWAY NARROWING REDESIGN OF INTERSECTIONS, ROADWAY NARROWING OF INTERSECTIONS, ROADWAY NARROWING OF INTERSECTIONS, ROADWAY NARROWING INTERSECTIONS, ROADWAY NARROWING INTERSECTIONS, ROADWAY NARROWING ROADWAY NARROWING ROADWAY NARROWING NARROWING NARROWING WITH CURB REPLACEMENT, AS WELL AS MINOR DRAINAGE IMPROVEMENTS.

AutoCAD SHX Text THE 2023 CONSTRUCTION MATERIAL STANDARD SPECIFICATIONS OF THE STATE OF OHIO, DEPARTMENT OF TRANSPORTATION INCLUDING CHANGES AND SUPPLEMENTAL SPECIFICATIONS LISTED IN THE PROPOSAL, SHALL GOVERN THIS IMPROVEMENT.

AutoCAD SHX Text CURRENT ADT (2012) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X X DESIGN YEAR ADT (2032) . . . . . . . . . . . . . . . . . . . . . . . . . . . X X DESIGN HOURLY VOLUME . . . . . . . . . . . . . . . . . . . . . . . . . . . X X DIRECTIONAL DISTRIBUTION . . . . . . . . . . . . . . . . . . . . . . . . % % TRUCKS (24 HOUR B&C) . . . . . . . . . . . . . . . . . . . . . . . . . % % DESIGN SPEED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MPH MPH LEGAL SPEED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MPH MPH DESIGN FUNCTIONAL CLASSIFICATION . . . . . . . . . . . . . URBAN LOCALURBAN LOCAL

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AutoCAD SHX Text SANITARY SEWER STORM SEWER WATERLINE ELECTRICAL TELEPHONE GAS LINES CABLE FIBER-OPTIC CENTERLINE RIGHT-OF-WAY PROPERTY LINE CURB FENCE WATER VALVE GAS VALVE HYDRANT UTILITY POLE GUY WIRE PEDESTRIAN RAMP TREES (CONIF.,DECID.) SURVEY MONUMENTS UNSURVEYED DENOTES ENCROACHMENT TO BE REMOVED DO NOT DISTURB

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AutoCAD SHX Text PIPE RIGHT-OF-WAY CURB REMOVED UTILITY ABANDONED UTILITY REMOVED HYDRANT STRUCTURES, ADJUSTED OR RECONSTRUCTED STRUCTURES, NEW SURFACE FLOW DIRECTION TREES REMOVED CONCRETE DRIVE & WALK PAVEMENT/WALK REMOVED ASPHALT REMOVED DRIVE REMOVED CONDUIT (SEWER PIPE) DEFLECTION DUCTILE IRON PIPE (WATERLINE PIPE) RIGHT-OF-WAY TAKE, TEMPORARY OR SH RIGHT-OF-WAY TAKE, PERMANENT

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INTERIM DIRECTOR DEPARTMENT OF TRANSPORTATION

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COMMISSIONER DIVISION OF ENGINEERING & CONSTRUCTION MANAGEMENT

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SENIOR TRANSPORTATION ENGINEER DIVISION OF ENGINEERING & CONSTRUCTION MANAGEMENT

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DESIGN ENGINEER DIVISION OF ENGINEERING & CONSTRUCTION MANAGEMENT

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NOT TO SCALE

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TAYLOR RALEIGH G & KATHLEEN M 962 EMERALD AVE PARCEL: #1160031

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EMERALD MOTORS LLC 972 EMERALD AVE PARCEL: #1160037

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ZAYO BANDWIDTH TRI-STATE LLC 6 CITY PARK AVE PARCEL: #1160054

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AWADA RAFIC K & DUNIA H 940 EMERALD AVE PARCEL: #159081

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WILLIAMS COMMUNICATIONS INC 637 OLIVER ST PARCEL: #1159494

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BECERRA RENEE E 644 EMERALD AVE PARCEL: #1159521

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SALAZAR DEBR 648 EMERALD AVE PARCEL: #1159507

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MCLENNAN CARL R 325 HARRISON ST PARCEL: #1159471

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COATES LINDA L 327 HARRISON ST PARCEL: #1159487

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PENNSYLVANIA LINES LLC 0 PARCEL: #1899038

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AutoCAD SHX Text 133°35'4"

AutoCAD SHX Text 46°24'56"

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CONSTRUCTION

BROADWAY ST.

I-75 EX.

CENTERLINE

LOGAN ST.

ALLEY

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KEY CARPET VENTURES LLC 544 EMERALD AVE PARCEL: #1159617

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KEY CARPET VENTURES LLC 539 BROADWAY ST PARCEL: #1159607

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KEY CARPET VENTURES LLC 600 EMERALD AVE PARCEL: #1159591

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PENNSYLVANIA LINES LLC 0 PARCEL: #1899038

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PENNSYLVANIA LINES LLC 0 EMERALD AVE PARCEL: #1899025

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AutoCAD SHX Text 43°19'45"

AutoCAD SHX Text 50°9'18"

AutoCAD SHX Text 129°50'42"

AutoCAD SHX Text 50°9'18"

AutoCAD SHX Text 123°28'37"

AutoCAD SHX Text 56°31'23"

AutoCAD SHX Text 90°1'18"

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WADE STREET

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TON

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LOMBRANA MARIA 510 WADE ST PARCEL: #1159681

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SIMPLY TRANSLATED LLC 201 NEWTON ST PARCEL#1159694

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MADDEN ROBERT H 528 EMERALD AVE PARCEL: #1159647

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KEY CARPET VENTURES LLC 536 EMERALD AVE PARCEL: #1159631

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KEY CARPET VENTURES LLC 542 EMERALD AVE PARCEL: #1159624

AutoCAD SHX Text EQUITY TRUST COMPANY CUSTODIAN FBMO DAVID J STOIBER IRA 508 WADE ST PARCEL: #1159677

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STRENGTH WORKS LLC 532 EMERALD AVE PARCEL: #1159651

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WHITE RAYMOND ODIE III 520 EMERALD AVE PARCEL: #1159662

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MORRIN KEVIN M 524 EMERALD AVE PARCEL: #1159661

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PENNSYLVANIA LINES LLC 0 EMERALD AVE PARCEL: #1899025

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LUCAS COUNTY PORT AUTHORITY 415 EMERALD AVE PARCEL: #1800028

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AutoCAD SHX Text 33°41'54"

AutoCAD SHX Text 146°18'6"

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AutoCAD SHX Text 168°30'13"

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TOLEDO LUCAS COUNTY PORT AUTHORITY 500 EMERALD AVE PARCEL: #1872397

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TOLEDO LUCAS COUNTY PORT AUTHORITY 415 EMERALD AVE PARCEL: #1800028

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LUCAS COUNTY PORT AUTHORITY 415 EMERALD AVE PARCEL: #1800028

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LUCAS COUNTY PORT AUTHORITY 415 EMERALD AVE PARCEL: #1800028

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LK BOULEVARD

UNION STATION

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TOLEDO-LUCAS COUNTY PORT AUTHORITY 0 EMERALD AVE PARCEL: #1859834

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TOLEDO-LUCAS COUNTY PORT AUTHORITY 0 EMERALD AVE PARCEL: #1859834

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PENNSYLVANIA LINES LLC 0 EMERALD AVE PARCEL: #1899025

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LUCAS COUNTY PORT AUTHORITY 415 EMERALD AVE PARCEL: #1800028

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AutoCAD SHX Text 64°37'18"

AutoCAD SHX Text 115°22'42"

AutoCAD SHX Text 122°1'37"

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City of Toledo Division of

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TOLEDO-LUCAS COUNTY PORT AUTHORITY 0 EMERALD AVE PARCEL: #1859834

AutoCAD SHX Text TOLEDO AREA REGIONAL TRANSIT AUTHORITY 0 MARTIN LUTHER KING JR DR PARCEL: #1859835

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PENNSYLVANIA LINES LLC 0 EMERALD AVE PARCEL: #1899025

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City of Toledo Division of

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MORRISTOWN LOFTS AN OHIO LLC 0 MORRIS ST PARCEL: #1159983

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SETO, INC AN OH CORP 355 MORRIS ST PARCEL: #1156524

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AutoCAD SHX Text TOLEDO AREA REGIONAL TRANSIT AUTHORITY 0 MARTIN LUTHER KING JR DR PARCEL: #1859835

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PENNSYLVANIA LINES LLC 0 EMERALD AVE PARCEL: #1899025

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AutoCAD SHX Text 83°51'21"

AutoCAD SHX Text 96°8'39"

AutoCAD SHX Text 83°51'21"

AutoCAD SHX Text 151°51'16"

AutoCAD SHX Text 40.00' R/W

AutoCAD SHX Text 33.00' R/W

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City of Toledo Division of

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City of Toledo Division of

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City of Toledo Division of

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117683

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EMERALD AVENUE - POINTS (ALIGNMENT: EMERALD AVE)

MORRIS STREET - POINTS (ALIGNMENT: MORRISON)

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City of Toledo Division of

Engineering & Construction Mgmt.

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UNDERGROUND UTILITIES:

NOTIFICATION:

REMOVALS:

CONCRETE PAVEMENTS:

CROSSING AND CONSTRUCTION

OF EXISTING PIPES AND UTILITIES:

HAUL ROUTES:

CURB REMOVAL ADJACENT TO TREES:

SPRINKLER SYSTEMS:

REVIEW OF SEWERS AND DRAINAGE FACILITIES:

UNRECORDED SANITARY CONCERNS

EXISTING SURVEY POINTS

REPAIRS/REMOVALS OF RESIDENTIAL AND COMMERCIAL

WATER SERVICE LINES AND WATER MAINS:

SEWER TESTING

MAINTENANCE OF TRAFFIC:

DETOUR ROUTES BY CONTRACTOR:

ITEM 661 - TREE REPLACEMENT:

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THE CONTRACTOR SHALL NOTIFY THE REGISTERED UTILITY PROTECTION SERVICE AND OWNERS OF UNDERGROUND UTILITY FACILITIES IN ACCORDANCE WITH THE CITY OF TOLEDO PART A STANDARDS SECTION 105.07. THE REGISTERED UTILITY PROTECTION SERVICE AND OWNERS OF THE UNDERGROUND REGISTERED UTILITY PROTECTION SERVICE AND OWNERS OF THE UNDERGROUND REGISTERED UTILITY PROTECTION SERVICE AND OWNERS OF THE UNDERGROUND UTILITY PROTECTION SERVICE AND OWNERS OF THE UNDERGROUND UTILITY PROTECTION SERVICE AND OWNERS OF THE UNDERGROUND PROTECTION SERVICE AND OWNERS OF THE UNDERGROUND PROTECTION SERVICE AND OWNERS OF THE UNDERGROUND SERVICE AND OWNERS OF THE UNDERGROUND SERVICE AND OWNERS OF THE UNDERGROUND AND OWNERS OF THE UNDERGROUND AND OWNERS OF THE UNDERGROUND OWNERS OF THE UNDERGROUND OWNERS OF THE UNDERGROUND OF THE UNDERGROUND OF THE UNDERGROUND THE UNDERGROUND THE UNDERGROUND UNDERGROUND UNDERGROUND UTILITY FACILITIES IN THE CITY OF TOLEDO ARE LISTED BELOW: OHIO UTILITIES PROTECTION SERVICE (REGISTERED UTILITY PROTECTION SERVICE) 4740 BELMONT AVENUE YOUNGSTOWN, OHIO 44505-1014 800-362-2764 AT&T ENGINEERING ROOM 130 NORTH ERIE STREET, ROOM 714 TOLEDO, OHIO 43604 ROB FEY 419-508-0395 AT&T TRANSMISSION MIKE DIEDERICK 216-212-8556 TOLEDO EDISON COMPANY (ELECTRIC AND STEAM) MAIL STOP 1832 6099 ANGOLA ROAD HOLLAND, OHIO 43528 419-249-5218 BRENT THRONE 419-249-5094 COLUMBIA GAS OF OHIO, INC. TOLEDO OPERATIONS CENTER 2901 E. MANHATTAN BLVD. TOLEDO, OHIO 43611 JAMES FINUCAN 419-262-0061 VERIZON DEDT/LOC 1105/642 2270 LAKESIDE BLVD. RICHARDSON, TEXAS 75082 ATTN: INVESTIGATION 800-526-0119 INVESTIGATION 800-526-0119 AL GUEST 330-253-8267 BUCKEYE BROADBAND 2700 OREGON RD. NORTHWOOD, OHIO 43619 419-724-3713 ATTN: MICHAEL SHEAHAN CITY OF TOLEDO DIVISION OF TRAFFIC MANAGEMENT 110 NORTH WESTWOOD AVENUE TOLEDO, OHIO 43607 419-245-1300 (INCLUDES FIRE AND POLICE COMMUNICATIONS CONDUITS, TRAFFIC SIGNS AND SIGNALS, ROAD CLOSURES) CITY OF TOLEDO DIVISION OF WATER DISTRIBUTION 401 SOUTH ERIE STREET TOLEDO, OHIO 43602 419-245-1825 (SERVICE TAPS) 419-242-5040 (WATER LINES & HYDRANTS) CITY OF TOLEDO DIVISION OF ENGINEERING & CONSTRUCTION MANAGEMENT 600 JEFFERSON AVENUE, SUITE 300 TOLEDO, OHIO 43604 419-936-2163 (WATER ENGINEERING) 419-936-2276 (SANITARY ENGINEERING) 419-245-3221 (STORM AND PAVING) 419-936-2697 (CONSTRUCTION INSPECTION) 419-936-2685 (CONSTRUCTION SURVEYING) ACD.NET (TELECOMMUNICATIONS) SHIRLEY YOHNKA 517-999-3240 LUMEN (TELECOMMUNICATIONS) JON KELLER 419-244-1931 ZAYO (TELECOMMUNICATIONS) DAVE GALUSKA 517-913-0498 UTILITY MANHOLES AND/OR VALVE BOXES WILL BE ADJUSTED BY THEIR RESPECTIVE MANHOLES AND/OR VALVE BOXES WILL BE ADJUSTED BY THEIR RESPECTIVE MANHOLES AND/OR VALVE BOXES WILL BE ADJUSTED BY THEIR RESPECTIVE AND/OR VALVE BOXES WILL BE ADJUSTED BY THEIR RESPECTIVE AND/OR VALVE BOXES WILL BE ADJUSTED BY THEIR RESPECTIVE VALVE BOXES WILL BE ADJUSTED BY THEIR RESPECTIVE VALVE BOXES WILL BE ADJUSTED BY THEIR RESPECTIVE BOXES WILL BE ADJUSTED BY THEIR RESPECTIVE BOXES WILL BE ADJUSTED BY THEIR RESPECTIVE WILL BE ADJUSTED BY THEIR RESPECTIVE WILL BE ADJUSTED BY THEIR RESPECTIVE BE ADJUSTED BY THEIR RESPECTIVE BE ADJUSTED BY THEIR RESPECTIVE ADJUSTED BY THEIR RESPECTIVE ADJUSTED BY THEIR RESPECTIVE BY THEIR RESPECTIVE BY THEIR RESPECTIVE THEIR RESPECTIVE THEIR RESPECTIVE RESPECTIVE RESPECTIVE OWNERS. LET IT BE KNOWN TO ALL UTILITY COMPANIES THAT PROPOSED PAVING LET IT BE KNOWN TO ALL UTILITY COMPANIES THAT PROPOSED PAVING LET IT BE KNOWN TO ALL UTILITY COMPANIES THAT PROPOSED PAVING IT BE KNOWN TO ALL UTILITY COMPANIES THAT PROPOSED PAVING IT BE KNOWN TO ALL UTILITY COMPANIES THAT PROPOSED PAVING BE KNOWN TO ALL UTILITY COMPANIES THAT PROPOSED PAVING BE KNOWN TO ALL UTILITY COMPANIES THAT PROPOSED PAVING KNOWN TO ALL UTILITY COMPANIES THAT PROPOSED PAVING KNOWN TO ALL UTILITY COMPANIES THAT PROPOSED PAVING TO ALL UTILITY COMPANIES THAT PROPOSED PAVING TO ALL UTILITY COMPANIES THAT PROPOSED PAVING ALL UTILITY COMPANIES THAT PROPOSED PAVING ALL UTILITY COMPANIES THAT PROPOSED PAVING UTILITY COMPANIES THAT PROPOSED PAVING UTILITY COMPANIES THAT PROPOSED PAVING COMPANIES THAT PROPOSED PAVING COMPANIES THAT PROPOSED PAVING THAT PROPOSED PAVING THAT PROPOSED PAVING PROPOSED PAVING PROPOSED PAVING PAVING PAVING OPERATIONS WILL NECESSITATE VERTICAL ADJUSTMENTS OF EXISTING UTILITIES AND/OR WILL NECESSITATE VERTICAL ADJUSTMENTS OF EXISTING UTILITIES AND/OR WILL NECESSITATE VERTICAL ADJUSTMENTS OF EXISTING UTILITIES AND/OR NECESSITATE VERTICAL ADJUSTMENTS OF EXISTING UTILITIES AND/OR NECESSITATE VERTICAL ADJUSTMENTS OF EXISTING UTILITIES AND/OR VERTICAL ADJUSTMENTS OF EXISTING UTILITIES AND/OR VERTICAL ADJUSTMENTS OF EXISTING UTILITIES AND/OR ADJUSTMENTS OF EXISTING UTILITIES AND/OR ADJUSTMENTS OF EXISTING UTILITIES AND/OR OF EXISTING UTILITIES AND/OR OF EXISTING UTILITIES AND/OR EXISTING UTILITIES AND/OR EXISTING UTILITIES AND/OR UTILITIES AND/OR UTILITIES AND/OR AND/OR AND/OR APPURTENANCES LOCATED WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER (419-245-1345) AT LEAST SEVEN (7) CONTRACTOR SHALL NOTIFY THE ENGINEER (419-245-1345) AT LEAST SEVEN (7) CONTRACTOR SHALL NOTIFY THE ENGINEER (419-245-1345) AT LEAST SEVEN (7) SHALL NOTIFY THE ENGINEER (419-245-1345) AT LEAST SEVEN (7) SHALL NOTIFY THE ENGINEER (419-245-1345) AT LEAST SEVEN (7) NOTIFY THE ENGINEER (419-245-1345) AT LEAST SEVEN (7) NOTIFY THE ENGINEER (419-245-1345) AT LEAST SEVEN (7) THE ENGINEER (419-245-1345) AT LEAST SEVEN (7) THE ENGINEER (419-245-1345) AT LEAST SEVEN (7) ENGINEER (419-245-1345) AT LEAST SEVEN (7) ENGINEER (419-245-1345) AT LEAST SEVEN (7) (419-245-1345) AT LEAST SEVEN (7) (419-245-1345) AT LEAST SEVEN (7) AT LEAST SEVEN (7) AT LEAST SEVEN (7) LEAST SEVEN (7) LEAST SEVEN (7) SEVEN (7) SEVEN (7) (7) (7) DAYS IN ADVANCE OF ANY CONSTRUCTION IN ORDER TO ARRANGE FOR INSPECTION OF IN ADVANCE OF ANY CONSTRUCTION IN ORDER TO ARRANGE FOR INSPECTION OF IN ADVANCE OF ANY CONSTRUCTION IN ORDER TO ARRANGE FOR INSPECTION OF ADVANCE OF ANY CONSTRUCTION IN ORDER TO ARRANGE FOR INSPECTION OF ADVANCE OF ANY CONSTRUCTION IN ORDER TO ARRANGE FOR INSPECTION OF OF ANY CONSTRUCTION IN ORDER TO ARRANGE FOR INSPECTION OF OF ANY CONSTRUCTION IN ORDER TO ARRANGE FOR INSPECTION OF ANY CONSTRUCTION IN ORDER TO ARRANGE FOR INSPECTION OF ANY CONSTRUCTION IN ORDER TO ARRANGE FOR INSPECTION OF CONSTRUCTION IN ORDER TO ARRANGE FOR INSPECTION OF CONSTRUCTION IN ORDER TO ARRANGE FOR INSPECTION OF IN ORDER TO ARRANGE FOR INSPECTION OF IN ORDER TO ARRANGE FOR INSPECTION OF ORDER TO ARRANGE FOR INSPECTION OF ORDER TO ARRANGE FOR INSPECTION OF TO ARRANGE FOR INSPECTION OF TO ARRANGE FOR INSPECTION OF ARRANGE FOR INSPECTION OF ARRANGE FOR INSPECTION OF FOR INSPECTION OF FOR INSPECTION OF INSPECTION OF INSPECTION OF OF OF THE PROJECT. THE CONTRACTOR SHALL NOTIFY, IN WRITING, ALL AFFECTED RESIDENTS (AS DETERMINED BY THE CITY OF TOLEDO) OF HIS INTENTION TO START. SAID NOTIFICATION SHALL BE MADE ONE WEEK PRIOR TO MOBILIZATION ON EACH AFFECTED STREET. THE FINAL DRAFT OF THE NOTIFICATION LETTER SHALL BE APPROVED BY THE ENGINEER PRIOR TO DISTRIBUTING. A SAMPLE TEXT OF THE NOTIFICATION LETTER IS AVAILABLE UPON REQUEST FROM THE ENGINEER. THE ENGINEER SHALL BE NOTIFIED AS TO WHEN THE NOTIFICATION IS MADE AND A COPY OF SAID NOTIFICATION SHALL BE GIVEN TO THE ENGINEER PRIOR TO THE START OF EACH STREET. SUBSEQUENT NOTICES SHALL BE DELIVERED AS CONSTRUCTION SEQUENCE CHANGES (E.G. PIPE INSTALLATION, ROAD RECONSTRUCTION, PAVING & RESTORATION). THE CONTRACTOR SHALL NOTIFY THE CHIEF SURVEYOR (419-936-2685 OR 419-936-2275) AT LEAST THREE (3) DAYS IN ADVANCE OF ANY CONSTRUCTION IN ORDER TO ARRANGE FOR CONSTRUCTION STAKING. THE CHIEF SURVEYOR SHALL ALSO BE MADE AWARE OF DAILY SURVEY NEEDS BY NO LATER THAN 3:00 P.M. THE DAY PRECEDING. CONTRACTOR SHALL ASSUME ALL LIABILITY FOR TAKING NECESSARY MEASURES AT THE DIRECTION OF THE ENGINEER FOR WORK COMPLETED WITHOUT STAKING. THE CONTRACTOR SHALL NOTIFY THE CITY OF TOLEDO DIVISION OF ENVIRONMENTAL CONTRACTOR SHALL NOTIFY THE CITY OF TOLEDO DIVISION OF ENVIRONMENTAL CONTRACTOR SHALL NOTIFY THE CITY OF TOLEDO DIVISION OF ENVIRONMENTAL SHALL NOTIFY THE CITY OF TOLEDO DIVISION OF ENVIRONMENTAL SHALL NOTIFY THE CITY OF TOLEDO DIVISION OF ENVIRONMENTAL NOTIFY THE CITY OF TOLEDO DIVISION OF ENVIRONMENTAL NOTIFY THE CITY OF TOLEDO DIVISION OF ENVIRONMENTAL THE CITY OF TOLEDO DIVISION OF ENVIRONMENTAL THE CITY OF TOLEDO DIVISION OF ENVIRONMENTAL CITY OF TOLEDO DIVISION OF ENVIRONMENTAL CITY OF TOLEDO DIVISION OF ENVIRONMENTAL OF TOLEDO DIVISION OF ENVIRONMENTAL OF TOLEDO DIVISION OF ENVIRONMENTAL TOLEDO DIVISION OF ENVIRONMENTAL TOLEDO DIVISION OF ENVIRONMENTAL DIVISION OF ENVIRONMENTAL DIVISION OF ENVIRONMENTAL OF ENVIRONMENTAL OF ENVIRONMENTAL ENVIRONMENTAL ENVIRONMENTAL SERVICES (419-936-3015) AT LEAST (3) DAYS PRIOR TO STARTING CONSTRUCTION (419-936-3015) AT LEAST (3) DAYS PRIOR TO STARTING CONSTRUCTION (419-936-3015) AT LEAST (3) DAYS PRIOR TO STARTING CONSTRUCTION AT LEAST (3) DAYS PRIOR TO STARTING CONSTRUCTION AT LEAST (3) DAYS PRIOR TO STARTING CONSTRUCTION LEAST (3) DAYS PRIOR TO STARTING CONSTRUCTION LEAST (3) DAYS PRIOR TO STARTING CONSTRUCTION (3) DAYS PRIOR TO STARTING CONSTRUCTION (3) DAYS PRIOR TO STARTING CONSTRUCTION DAYS PRIOR TO STARTING CONSTRUCTION DAYS PRIOR TO STARTING CONSTRUCTION PRIOR TO STARTING CONSTRUCTION PRIOR TO STARTING CONSTRUCTION TO STARTING CONSTRUCTION TO STARTING CONSTRUCTION STARTING CONSTRUCTION STARTING CONSTRUCTION CONSTRUCTION CONSTRUCTION FOR THE PURPOSE OF MONITORING EROSION CONTROL AND BMP MEASURES. PRIOR TO CLOSING ANY STREET OR TRAFFIC LANE, THE CONTRACTOR SHALL NOTIFY TO CLOSING ANY STREET OR TRAFFIC LANE, THE CONTRACTOR SHALL NOTIFY TO CLOSING ANY STREET OR TRAFFIC LANE, THE CONTRACTOR SHALL NOTIFY CLOSING ANY STREET OR TRAFFIC LANE, THE CONTRACTOR SHALL NOTIFY CLOSING ANY STREET OR TRAFFIC LANE, THE CONTRACTOR SHALL NOTIFY ANY STREET OR TRAFFIC LANE, THE CONTRACTOR SHALL NOTIFY ANY STREET OR TRAFFIC LANE, THE CONTRACTOR SHALL NOTIFY STREET OR TRAFFIC LANE, THE CONTRACTOR SHALL NOTIFY STREET OR TRAFFIC LANE, THE CONTRACTOR SHALL NOTIFY OR TRAFFIC LANE, THE CONTRACTOR SHALL NOTIFY OR TRAFFIC LANE, THE CONTRACTOR SHALL NOTIFY TRAFFIC LANE, THE CONTRACTOR SHALL NOTIFY TRAFFIC LANE, THE CONTRACTOR SHALL NOTIFY LANE, THE CONTRACTOR SHALL NOTIFY LANE, THE CONTRACTOR SHALL NOTIFY THE CONTRACTOR SHALL NOTIFY THE CONTRACTOR SHALL NOTIFY CONTRACTOR SHALL NOTIFY CONTRACTOR SHALL NOTIFY SHALL NOTIFY SHALL NOTIFY NOTIFY NOTIFY THE DIVISION OF TRANSPORTATION 419-245-1300 OR BY EMAIL AT DIVISION OF TRANSPORTATION 419-245-1300 OR BY EMAIL AT DIVISION OF TRANSPORTATION 419-245-1300 OR BY EMAIL AT OF TRANSPORTATION 419-245-1300 OR BY EMAIL AT OF TRANSPORTATION 419-245-1300 OR BY EMAIL AT TRANSPORTATION 419-245-1300 OR BY EMAIL AT TRANSPORTATION 419-245-1300 OR BY EMAIL AT 419-245-1300 OR BY EMAIL AT 419-245-1300 OR BY EMAIL AT OR BY EMAIL AT OR BY EMAIL AT BY EMAIL AT BY EMAIL AT EMAIL AT EMAIL AT AT AT SHAWN.COMES@TOLEDO.OH.GOV AT LEAST SEVEN (7) DAYS PRIOR TO STARTING WORK, AT LEAST SEVEN (7) DAYS PRIOR TO STARTING WORK, AT LEAST SEVEN (7) DAYS PRIOR TO STARTING WORK, LEAST SEVEN (7) DAYS PRIOR TO STARTING WORK, LEAST SEVEN (7) DAYS PRIOR TO STARTING WORK, SEVEN (7) DAYS PRIOR TO STARTING WORK, SEVEN (7) DAYS PRIOR TO STARTING WORK, (7) DAYS PRIOR TO STARTING WORK, (7) DAYS PRIOR TO STARTING WORK, DAYS PRIOR TO STARTING WORK, DAYS PRIOR TO STARTING WORK, PRIOR TO STARTING WORK, PRIOR TO STARTING WORK, TO STARTING WORK, TO STARTING WORK, STARTING WORK, STARTING WORK, WORK, WORK, IN ACCORDANCE WITH CITY OF TOLEDO PART A STANDARDS, SECTION 614.03. IN ALL SIDEWALK, DRIVE, OR PAVEMENT REMOVALS, EDGES SHALL BE CUT TO THE ALL SIDEWALK, DRIVE, OR PAVEMENT REMOVALS, EDGES SHALL BE CUT TO THE ALL SIDEWALK, DRIVE, OR PAVEMENT REMOVALS, EDGES SHALL BE CUT TO THE SIDEWALK, DRIVE, OR PAVEMENT REMOVALS, EDGES SHALL BE CUT TO THE SIDEWALK, DRIVE, OR PAVEMENT REMOVALS, EDGES SHALL BE CUT TO THE DRIVE, OR PAVEMENT REMOVALS, EDGES SHALL BE CUT TO THE DRIVE, OR PAVEMENT REMOVALS, EDGES SHALL BE CUT TO THE OR PAVEMENT REMOVALS, EDGES SHALL BE CUT TO THE OR PAVEMENT REMOVALS, EDGES SHALL BE CUT TO THE PAVEMENT REMOVALS, EDGES SHALL BE CUT TO THE PAVEMENT REMOVALS, EDGES SHALL BE CUT TO THE REMOVALS, EDGES SHALL BE CUT TO THE REMOVALS, EDGES SHALL BE CUT TO THE EDGES SHALL BE CUT TO THE EDGES SHALL BE CUT TO THE SHALL BE CUT TO THE SHALL BE CUT TO THE BE CUT TO THE BE CUT TO THE CUT TO THE CUT TO THE TO THE TO THE THE THE NEAREST JOINT WITH NEAT LINES BY USE OF A POWER SAW. SAW CUTS SHALL BE JOINT WITH NEAT LINES BY USE OF A POWER SAW. SAW CUTS SHALL BE JOINT WITH NEAT LINES BY USE OF A POWER SAW. SAW CUTS SHALL BE WITH NEAT LINES BY USE OF A POWER SAW. SAW CUTS SHALL BE WITH NEAT LINES BY USE OF A POWER SAW. SAW CUTS SHALL BE NEAT LINES BY USE OF A POWER SAW. SAW CUTS SHALL BE NEAT LINES BY USE OF A POWER SAW. SAW CUTS SHALL BE LINES BY USE OF A POWER SAW. SAW CUTS SHALL BE LINES BY USE OF A POWER SAW. SAW CUTS SHALL BE BY USE OF A POWER SAW. SAW CUTS SHALL BE BY USE OF A POWER SAW. SAW CUTS SHALL BE USE OF A POWER SAW. SAW CUTS SHALL BE USE OF A POWER SAW. SAW CUTS SHALL BE OF A POWER SAW. SAW CUTS SHALL BE OF A POWER SAW. SAW CUTS SHALL BE A POWER SAW. SAW CUTS SHALL BE A POWER SAW. SAW CUTS SHALL BE POWER SAW. SAW CUTS SHALL BE POWER SAW. SAW CUTS SHALL BE SAW. SAW CUTS SHALL BE SAW. SAW CUTS SHALL BE SAW CUTS SHALL BE SAW CUTS SHALL BE CUTS SHALL BE CUTS SHALL BE SHALL BE SHALL BE BE BE FULL DEPTH. REMOVALS SHALL BE MADE ONLY TO THE EXTENT APPROVED BY THE DEPTH. REMOVALS SHALL BE MADE ONLY TO THE EXTENT APPROVED BY THE DEPTH. REMOVALS SHALL BE MADE ONLY TO THE EXTENT APPROVED BY THE REMOVALS SHALL BE MADE ONLY TO THE EXTENT APPROVED BY THE REMOVALS SHALL BE MADE ONLY TO THE EXTENT APPROVED BY THE SHALL BE MADE ONLY TO THE EXTENT APPROVED BY THE SHALL BE MADE ONLY TO THE EXTENT APPROVED BY THE BE MADE ONLY TO THE EXTENT APPROVED BY THE BE MADE ONLY TO THE EXTENT APPROVED BY THE MADE ONLY TO THE EXTENT APPROVED BY THE MADE ONLY TO THE EXTENT APPROVED BY THE ONLY TO THE EXTENT APPROVED BY THE ONLY TO THE EXTENT APPROVED BY THE TO THE EXTENT APPROVED BY THE TO THE EXTENT APPROVED BY THE THE EXTENT APPROVED BY THE THE EXTENT APPROVED BY THE EXTENT APPROVED BY THE EXTENT APPROVED BY THE APPROVED BY THE APPROVED BY THE BY THE BY THE THE THE ENGINEER. COST OF SAW CUTS SHALL BE INCLUDED IN THE APPROPRIATE BID ITEM. THE CONTRACTOR SHALL NOT REMOVE ANY MORE PAVEMENT OR DRIVEWAYS THAN CAN CONTRACTOR SHALL NOT REMOVE ANY MORE PAVEMENT OR DRIVEWAYS THAN CAN CONTRACTOR SHALL NOT REMOVE ANY MORE PAVEMENT OR DRIVEWAYS THAN CAN SHALL NOT REMOVE ANY MORE PAVEMENT OR DRIVEWAYS THAN CAN SHALL NOT REMOVE ANY MORE PAVEMENT OR DRIVEWAYS THAN CAN NOT REMOVE ANY MORE PAVEMENT OR DRIVEWAYS THAN CAN NOT REMOVE ANY MORE PAVEMENT OR DRIVEWAYS THAN CAN REMOVE ANY MORE PAVEMENT OR DRIVEWAYS THAN CAN REMOVE ANY MORE PAVEMENT OR DRIVEWAYS THAN CAN ANY MORE PAVEMENT OR DRIVEWAYS THAN CAN ANY MORE PAVEMENT OR DRIVEWAYS THAN CAN MORE PAVEMENT OR DRIVEWAYS THAN CAN MORE PAVEMENT OR DRIVEWAYS THAN CAN PAVEMENT OR DRIVEWAYS THAN CAN PAVEMENT OR DRIVEWAYS THAN CAN OR DRIVEWAYS THAN CAN OR DRIVEWAYS THAN CAN DRIVEWAYS THAN CAN DRIVEWAYS THAN CAN THAN CAN THAN CAN CAN CAN BE REPLACED IN SEVENTY-TWO (72) HOURS.

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File details come from the government source that posted it. Updated Jun 29, 2026.