HomeMy WebLinkAboutSeptember 18, 2014 - CouncilCOUNCIL AGENDA
THE CORPORATION OF THE MUNICIPALITY OF BAYHAM
9344 Plank Road, Straffordville, ON
Council Chambers
Thursday, September 18, 2014
7:00 p.m.
Page
1. CALL TO ORDER
2. DISCLOSURE OF PECUNIARY INTEREST & THE GENERAL
NATURE THEREOF
3. APPROVAL OF MINUTES AND ADDITION OF AGENDA ITEMS
4 - 11 (a) Minutes of the regular meeting of Council held September 4,
2014.
(b) Added Item(s)
4. DELEGATIONS, STATEMENTS AND UPDATES
1. Delegations
12 (a) 7:05 p.m. - Patricia Nemeth regarding "Municipal Office
Procedures".
13 - 14 (b) 7:15 p.m. - Bob Vallee regarding "Ojibwa Project".
2. Statements By Council
5. INFORMATION ITEMS
15 - 17 (a) Correspondence received from The Royal Canadian Legion
Ontario Command regarding "Military Service Recognition Book".
File: A01
18 (b) Correspondence dated September 11, 2014 from Ontario Power
Authority regarding "Stream 3 of the Industrial Electricity Incentive
Program".
File: A01
19 - 20 (c) Correspondence dated August 5, 2014 from Ontario Hockey
Federation regarding "Amateur Hockey".
File: A01
Page 1 of 163
Regular Council Agenda September 18, 2014
Page
21 - 24 (d) Correspondence dated September 15, 2014 from Ministry of the
Environment and Climate Change regarding "Class
Environmental Assessment for Minor Transmission Facilities
Notice of Completion of Class Environmental Assessment
Review Project".
File: A16
25 (e) List of Nominated Candidates for 2014 Municipal Election.
File: C07
26 - 27 (f) Correspondence dated August 29, 2014 from Recycling Council
of Ontario regarding "Waste Reduction Week".
File: E07
6. PLANNING, DEVELOPMENT, RECREATION & TOURISM
7. ROADS, AGRICULTURE & DRAINAGE
8. PROPERTY, BUILDING & PROTECTIVE SERVICES
9. FINANCE, ADMINISTRATION & PERSONNEL
28 - 35 (a) Cheque Register being Cheque #017262 to Cheque #017318
inclusive totaling $1,279,978.46 and Payroll Disbursements for
the period ending August 31, 2014 totaling $58,096.60.
36 (b) Correspondence from Southwest Ontario Tourism Corporation
regarding "Ojibwa a Finalist for the Tourism Industry Association
of Canada's Tourism Innovator Award".
File: A01 / D06
37 - 38 (c) Correspondence dated September 3, 2014 from Project Ojibwa
Promotions Officer regarding "Sub Days September 27 & 28."
File: C13
39 - 46 (d) Correspondence dated September 5, 2014 from Charles Baldwin
regarding "Boundary Fence".
File: C13 / Roll File
47 (e) Correspondence dated September 15, 2014 from Elgin St.
Thomas Public Health requesting Vienna Community Centre fee
waiver for community flu clinic.
File: C13
48 - 56 (f) Museums Bayham minutes of meetings held August 13,
2014 (deferred from August 21, 2014 meeting) and September
10, 2014.
File: C06
57 - 58 (g) Staff Report F2014-026 regarding "Ontario Community
Page 2 of 163
Regular Council Agenda September 18, 2014
Page
Infrastructure Fund (OCIF) - Small Communities Fund (SCF).
File: F11
59 - 156 (h) Staff Report PW 2014-019 regarding "Roads Needs Study".
File: L04
157 - 159 (i) Staff Report PW2014-020 regarding "Rail Trail".
File: D06
160 - 162 (j) Staff Report PW2014-021 regarding "Bulk Item Waste
Management".
File: E07
10. ENVIRONMENT
11. COMMITTEE OF THE WHOLE
(a) In Camera.
(b) Closed session minutes of the regular meeting of Council held
September 4, 2014.
(c) Confidential Verbal Report regarding litigation or potential
litigation, including matters before administrative tribunals
affecting the municipality or local board.
(d) Confidential Verbal Report regarding litigation or potential
litigation, including matters before administrative tribunals,
affecting the municipality or local board.
(e) Confidential Verbal Report regarding personal matters about an
identifiable individual, including municipal or local board
employees.
(f) Confidential Verbal Report regarding the security of the property
of the municipality or local board.
(g) Out of Camera.
12. BY-LAWS
163 (a) By-Law 2014-097 A By-Law to confirm all actions of Council
13. ADJOURNMENT
(a) Adjournment
Page 3 of 163
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A D p c A N A D A RUN: SEP 2 2014 NO:G
p A Y R 0 L L T E c H N 0 L 0 G E s PAGE:395
D A I L Y u p D A T E R E p 0 R
80RW c 0 M p A N Y T 0 A L s HST RES: 100057<il3RTOOO'iMUNICIPALITY OF BAYHAH COMPANY PAGE:3
DEBIT DATE:SEP 3, 2014
TOT PACKETS -2 DATE OF PAY:SEP 5, 2014
CURRENT ADJUST-DR ADJUST-CR CURRENT TOTAL YTD ADJUST YTD TOTAL
FEDL TAX 8,369.12 8,569.12 170,316.92 FEDL TAXHR TAX NR TAXPROV TAX PROV TAXEl CONT 1.885.70 1,885.70 40,621.89 El CONT
QPIP QPIPCAN PEN <*,D2<i.l8 <t,02^.18 89,102.^CAN PENQCPENQCPENQCHSFQCHSF
ON EHT 1,111.^3 l,l4l.<i3 20,510.99 ON EHT
MB MET MB HETNL HAPSET NL HAPSET
TOT STATS 15,420.<i3 15,420.43 320,552.21 TOT STATS
CHEQUES 847.00 CHEQUESDEPOSITS42,507.11 'i2.507.ll 772,119.95 DEPOSITS
US DEPS US DEPSDED DEPS DED DEPSSAV DEPS SAV DEPS
TOT NPAY 42,507.11 42,507.11 772,966.95 TOT NPAY
RRSP RRSP
RTI RTI
TOT PAYROL 57,927.54 57,927.54 1,093,519.19 TOT PAYROL
SERV CHRG 1^9.61 149.61 3,128.40 SERV CHRGHST19.45 l9.'l>5 tt06.69 HST
GRAND TOT 58,096.60 58,096.60 1,097,054.28 GRAND TOT
ANALYSIS OF SERVICE CHARGES
*
ITEM UNITS CHARGE ITEM UNITS CHARGE ITEM UNITS CHARGESALARIED WORKPAYS 18 32.94 HOURLY WORKPAYS 17 31.11 PAYROLL RUNS I 53.53PAY ADVICE FOLD 35 9.10 COURIER FEE I 13.41 DELIVERY SURCHARGE I 1.50SOR CRA I 4.01 SOR EHT 4.01
TOTAL S/C SUBJECT TO HST IS 119.61
TOTAL PAYROLL DEBIT IS 58,096.60 DEBIT INFORMATION: XXX XXXXX XXX1923
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SPRIET ASSOCIATES
ENGINEERS ARCHITECTS
ROAD NEEDS STUDY
PROJECT REPORT
SEPTEMBER 2014
MUNICIPALITY OF BAYHAM
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 60 of 163
Spriet Associates
155 York Street Phone: 519-672-4100
London, Ontario, Canada Fax: 519-433-9351
N6A 1A8 E-mail: mail@spriet.on.ca
To Vance Czerwinski, Manager of Public Works
Municipality of Bayham
Copy Paul Shipway, Administrator
Ed Bradfield, Public Works Operations Supervisor
Municipality of Bayham
From John R. Spriet, P. Eng., Project Manager
David Mihlik, BES., MSc., Project Planner
Spriet Associates
Subject ROAD NEEDS STUDY 2014 PROJECT REPORT
Municipality of Bayham
Date September 16, 2014
Notes This report is provided to the Municipality of Bayham for review and comment. Please advise if any
changes or revisions are needed. As noted below, the Condition Review and Road Section Profiles
will be submitted as a separate report.
Contents 1. PROJECT APPROACH. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
1.1 Goals
1.2 Municipality of Bayham
2. EXISTING ROAD SYSTEM. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
2.1 Classification System
2.2 Mapping
2.3 Traffic Counts and Road Classes
2.4 Road Section Summary
3. ASSESSMENT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26
3.1 Rating System
3.2 Estimating Upgrade Costs
3.3 Assessment Summary
4. ROAD SYSTEM RECOMMENDATIONS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34
APPENDICES
A. ROAD SECTION LIST
B. ROAD SECTIONS - UPGRADE PLANS AND BUDGET ESTIMATES
C. ROAD SYSTEM REVIEW - BAYHAM OFFICIAL PLAN
CONDITION REVIEW AND ROAD SECTION PROFILES (separate report)
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 61 of 163
BAYHAM ROAD NEEDS STUDY 2014 PROJECT REPORT
Municipality of Bayham
1. PROJECT APPROACH
1.1 GOALS
The Road Needs Study was initiated by a Request for Proposal (RFP) by the Municipality of Bayham.
Spriet Associates were subsequently selected as project consultants. The RFP outlined four goals:
a) Clearly define the maintained road system that falls under the jurisdiction of the Municipality of
Bayham.
b) Maintain an updated inventory of the road sections making up the road system.
c) Identify deficiencies and estimate the cost of proposed practical improvements to eliminate
those deficiencies.
d) Provide the Municipality with a guide for the operation and maintenance of the road system and
a year by year schedule of capital improvements for the next 10 years.
The RFP also indicated that the Road Needs Study should use the road condition rating methodology in
the Ministry of Transportation (MTO) publication "Inventory Manual for Municipal Roads (1991)", which
is referenced as the MTO Manual in this Study. When completed, this Road Needs Study is intended to
document the Bayham road system and address the RFP goals.
• Report Section 1, Project Approach, outlines the Study approach, municipal background, and
transportation planning documents applicable in the Municipality of Bayham.
• Section 2, Existing Road System, outlines the Bayham road system in terms of the road
sections to be used in the Study. A comparison is provided with the local road system outlined
in Bayham Official Plan mapping.
• Section 3, Assessment, describes the approach and rating system used to assess the road
system, and the results of the condition assessment.
• Section 4, Road System Recommendations, outlines the results of the Study, including a ten
year capital improvement budget. The budget is grouped into three-year cycles. The report
concludes with some general project recommendations.
• Appendix A, Road Section List, provides a list of road sections, organized by Section Code.
• Appendix B, Road Sections - Upgrade Plans and Budget Estimates , includes review notes and a brief
Upgrade Plan for each section, with estimated capital upgrade costs in three-year increments. Year 1 in
this Study is assumed to be 2015.
• The Official Plan map schedules were reviewed in preparing project mapping for the Road
Needs Study. Appendix C, Road System Review - Bayham Official Plan, provides a
comparison between project mapping and the Official Plan map schedules.
•Road Section Profiles (bound as a separate document) summarizes road section condition
ratings, information and upgrade recommendations, in an easily updated binder format, with
a page for each road section.
SPRIET ASSOCIATES - 2014.09.16 - 213200M02_Project-Report.wpd 1
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 62 of 163
Study Limitations
This Study does not include an assessment of bridges and culverts, as water crossing structures are
reviewed in a separate study. Where available, bridge and culvert information has been included in the
notes for the relevant road sections.
It should be emphasized that the Bayham Road Needs Study is intended as an overview report, to assist
the Municipality in documenting, managing and upgrading the Bayham road system. This Road Needs
Study is not intended as a design-level engineering study or as a formal assessment for risk management
purposes. All road-related data, including surface widths, section lengths, and road condition parameters,
are approximate and should be confirmed prior to use in implementing specific road upgrades. It is
expected that the road improvements that have been identified will require more site-specific investigations
to confirm local conditions and quantities. Furthermore, while the project consultants have completed visual
reviews of all road sections during the project, it is possible that specific road and site characteristics may
not have been assessed or documented, which could impact road section upgrade requirements and
estimated budget costs. As well, the condition ratings and proposed road improvements will require
periodic review and updating as the road conditions change and are impacted by weather events, vehicle
traffic and maintenance activities.
1.2 MUNICIPALITY OF BAYHAM
The Municipality of Bayham was established on January 1, 1998, through amalgamation of the former
Township of Bayham and the former Village of Port Burwell and Village of Vienna. The Bayham municipal
web site indicates a municipal population of 6,989 persons in the 2011 Census, with an estimated annual
average growth rate of 1.1%, and a projected 2021 population of 8,220 persons. The location of Bayham
is shown in Figure 1-1. Bayham is the most eastern municipality in the County of Elgin. There are four
adjoining municipalities:
• Township of Malahide (west)
• Township of South-West Oxford (north)
• Town of Tillsonburg (northeast)
• Norfolk County (east)
Nearby urban centres include the Town of Tillsonburg and the Town of Aylmer. These centres are
connected by Highway 3, which extends through the north part of Bayham. The Municipality is also served
by a network of Elgin County roads.
There is no recent Road Needs Study for the Municipality of Bayham. It is understood that the last Road
Needs Study for the Township of Bayham was prepared in 1973. As a result, a significant part of the
current study has been the preparation of current mapping and determining road sections for the road
system in Bayham. There are a considerable number of municipal road allowances that are either
completely unopened or contain only unimproved laneways. The map schedules to the Official Plan of
the Municipality of Bayham have been used as a guide to the maintained road system in Bayham.
Schedule A1 Land Use (Schedule A2 - Constraints, uses the same base map as Schedule A1)
Schedule B Straffordville
Schedule C Vienna
Schedule D Port Burwell
The above Official Plan map schedules are reproduced in Appendix C of this Study. Section 2 provides
a review and comparison of Official Plan and road study mapping.
SPRIET ASSOCIATES - 2014.09.16 - 213200M02_Project-Report.wpd 2
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 63 of 163
Bayham Official Plan Policies
Subsection 5.2 of the Official Plan outlines transportation policies. The adequacy of the existing road
system is indicated in Official Plan policy 5.2.2:
The road system serving the Municipality of Bayham is comprised of a Provincial Highway, County
Roads and Municipal Roads. With the exception of new roads created as a result of a plan of
subdivision and/or a site plan agreement for a major development, the existing County and
Municipal road system is considered adequate to meet the needs of the Municipality over the
planning period. No significant changes apart from normal maintenance and improvements are
expected or considered necessary.
The road classification system is outlined in 5.2.3.1:
The Provincial Highway is designated as such and County roads are arterial roads on Schedules
“A1”, “B”, “C” and “D”. Both the Provincial Highway and the County roads are designed to connect
the major traffic generating areas of the Municipality and to be capable of carrying large to medium
volumes of traffic within and through the Municipality. All other roads are local roads which are
intended to provide access to abutting properties, to serve destination as opposed to through
traffic, and to act as feeders to the arterial road system.
Minimum road allowance widths are given in 5.2.4:
The required road allowance of a road or highway shall be determined by the authority having
jurisdiction. Generally, arterial roads shall have a right-of-way ranging from 20 metres to 30 metres.
Local roads shall have a right-of-way ranging from 20 metres to 26 metres. In some cases, such
as cul-de-sacs and short streets, consideration may be given to road allowances that are less than
20 metres in width; however, in no case shall a road allowance be created that is less than 15
metres in width.
There is a policy on boundary-area roads in 5.2.5 (Neighbouring Municipalities):
The road system of the Municipality shall be compatible and co-ordinated with the road system of
neighbouring municipalities.
The policy in 5.2.8 (Impacts on Heritage Resources) might apply to some road improvements:
In the case of extensions to roads and other necessary road improvements in general, including
realignment and road widening, consideration will be given to the impact of such extensions or
improvements on heritage resources, especially on the character of streetscapes and major
crossroads or intersections.
The policy on unopened road allowances in 5.2.9 is also relevant:
The location of existing unopened road allowances are indicated on Schedules “B”, “C” and “D” to
prevent possible encroachment from future development. Actual alignment of these new roads or
streets will be established at the time of survey. An amendment to this Plan will not be considered
necessary to close an existing road allowance where considered desirable to do so by Municipal
Council, or alternatively to establish a new road allowance.
SPRIET ASSOCIATES - 2014.09.16 - 213200M02_Project-Report.wpd 3
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 64 of 163
Plank Road (Elgin County Road 19) extends from Port Burwell north through Bayham to Tillsonburg.
Policy 5.2.10 indicates that Plank Road has precedence for through traffic:
Traffic control devices shall be placed so as to favour through traffic on Plank Road. Local streets
shall be stop streets where they intersect with Plank Road.
In summary, there are no specific Official Plan policies that need to be addressed in the Road Needs
Study, although planning policies can help determine priorities for road improvements. In general, the
Official Plan policy in 5.5.2 clearly indicates that the existing County / Municipal road system in Bayham
is considered to be adequate for the needs of the Municipality.
County of Elgin Official Plan
The new Official Plan of the County of Elgin, approved October 9, 2013, includes policies for the County
road system, which extends through Bayham. Transportation policies are outlined in Section E5.
Transportation of the County Official Plan. While these policies primarily apply to the County road system,
the policies in E5.6 Tourism Corridors and Uses are relevant to Bayham since there are several designated
County tourism corridors in Bayham (County Roads 19 and 42, plus part of County Road 38). These
corridors are shown on Figure 1-2 (an excerpt from Schedule B to the County Official Plan), and are
intended to:
"... recognize and link Lake Erie ports, scenic driving routes and other tourism destinations with
settlement areas and the high volumes of potential tourist traffic along Highway 401...".
(Elgin County Official Plan, E5.6 Tourism Corridors and Uses)
Improving local roads that link to the designated tourism corridors is another planning priority to be
considered in this Study.
SPRIET ASSOCIATES - 2014.09.16 - 213200M02_Project-Report.wpd 4
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 65 of 163
FIGURE 1-1
LAKE ERIE
0 KILOMETRES 10
SPRIET ASSOCIATES - 213200M02F01-1 - 2014.09.07
MAP SOURCE: ONTARIO MINISTRY OF TRANSPORTATION;
EXCERPT FROM SOUTHERN ONTARIO ROAD MAP 2014, MAP 2
ROAD NEEDS STUDY - MUNICIPALITY OF BAYHAM
REGIONAL LOCATION - MUNICIPALITY OF BAYHAM
MUNICIPALITY
OF BAYHAM
(WITHIN DASHED LINE)
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SPRIET ASSOCIATES - 213200M01F01-2 - 2014.08.05 ROAD NEEDS STUDY - MUNICIPALITY OF BAYHAM
COUNTY OF ELGIN OFFICIAL PLAN, SCHEDULE B TRANSPORTATION (edited excerpt)
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2. EXISTING ROAD SYSTEM
2.1 CLASSIFICATION SYSTEM
Bayham roads were previously divided into road sections by the Municipality for asset management
purposes. As part of this Study, the existing system of road sections has been expanded and revised to
reflect road conditions. The Official Plan map schedules have provided a guide to the extent of the
travelled road system. Road characteristics, especially pavement type, are generally uniform within each
section, although there may be some variance to avoid a large number of small sections.
Road sections generally extend between the nearest named streets or significant geographical features
(road bends, top of inclines, etc.) that are relevant to road condition, with section lengths rounded to the
nearest 0.1 km. Roads with uniform characteristics may have sections that extend between more than two
intersections. Note that road section lengths, widths and boundaries are approximate and should be
confirmed prior to undertaking design-level plans for road upgrades and repair operations.
New road section codes have been assigned to all road sections, using the format "AAAA-N", with the first
four digits from the road name and the number representing the section. Each road section has a unique
section code. The asset numbers previously assigned to road sections are retained for cross-referencing
purposes. Only one asset number is listed per road section, although in some cases more than one
number was used. Where a previous road section has been divided into two or more sections, one of the
new sections will retain the old asset number. Note that the length of an original road section may have
been changed in this Study. Appendix A - Road Section List is a comprehensive list of the road sections
in the Road Needs Study (in alphabetical order).
Road sections are grouped by municipal geographic area, with code 01 for the Bayham rural area, and
codes 02 to 07 for urban areas within the municipality.
01 Bayham Rural Area
02 Straffordville
03 Vienna
04 Port Burwell
05 Richmond
06 Eden
07 Corinth
Road sections are also classified by road surface type:
A-ASP A-Asphalt (hard surface roads)
B-T&C B-Tar & Chip (surface treated roads)
C-GRA C-Gravel (loose surface roads)
Boundary roads are represented by the letters 'BR' in tables. Roads that function as boundary roads are
considered to be half in each municipality, so road widths are given for single lanes so that upgrade costs
are also reduced by half.
As outlined in the MTO Manual, road sections are classified as rural, semi-urban and urban.
R - Rural
S - Semi-Urban
U - Urban
SPRIET ASSOCIATES - 2014.09.16 - 213200M02_Project-Report.wpd 7
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 68 of 163
2.2 MAPPING
A series of maps have been prepared to represent the Bayham road system. The geographic codes 01
to 07 can be applied to Bayham map areas. The objective is to provide maps that clearly identify all road
sections in Bayham at a reasonable scale for map viewing and reproduction. A tabloid (11" x 17") map size
has been selected for the rural area, which is the same size as the Bayham Official Plan Schedule A1.
Individual maps for the urban areas are report page size (8.5" x 11").
The map for the Bayham rural area uses the Elgin County road map as a base, with updates to reflect the
current road system, as reviewed. The urban area maps have been prepared from a combination of
municipal air photo mapping (East Elgin Mapping Services) and the Bayham Official Plan map schedules,
where applicable. Separate maps are not considered necessary for Calton or North Hall. There are no local
streets in Calton and only one short street in North Hall (Peters Court), which is shown on the Rural Area
map. Figures 2-1 to 2-7 illustrate the existing Bayham road system.
• Figure 2-1 Bayham Rural Area
• Figure 2-2 Straffordville
• Figure 2-3 Vienna
• Figure 2-4 Port Burwell
• Figure 2-5 Richmond
• Figure 2-6 Eden
• Figure 2-7 Corinth
Map symbols are provided to illustrate the surface type and road class (based on MTO Manual classes).
Road surface types:
• Municipal road - asphalt (hard surface roads)
• Municipal road - tar and chip (surface treated roads)
• Municipal road - gravel (loose surface roads)
• Road Not Maintained (municipal road with signs "Road Not Maintained")
• Laneway (public single-lane access lane with minimal surfacing, or private road)
• Provincial Highway
• Elgin County Road
Road class designations are shown by wide colour bars along each road. In rural areas, road classes are
based on Annual Average Daily Traffic (AADT) counts. Roads that have limited maintenance (indicated
by "Road Not Maintained" signs) are also indicated by a special bar pattern. Roads in urban areas are
either 'Local' or 'Collector' roads. Arterial roads are generally Elgin County roads, and therefore not part
of this Study.
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Road Classification Approach
Item 32 in the MTO Inventory Manual lists three types of roadside environments for road sections:
(R) Rural Section
(S) Semi-Urban / Suburban Section
(U) Urban Section
Roadside environment definitions are provided in the MTO Inventory Manual:
"Rural Environment is defined as being where:
- Areas with sparse development
or where
Development is less than 50% of the frontage, including developed areas extending less than 300 metres on
one side or 200 metres on both sides and no curbs and gutters"
"Semi-Urban / Suburban Environment is defined as being where:
- development exceeds 50% of the frontage for a minimum of 300 metres on one side or 200 metres on both
sides
and
- no curbs and gutters, with or without storm / combinations sewers or curb and gutter on one side only without
storm / combination sewers
or
- for subdivisions, the majority of the lot frontages are 30 metres or greater and the roads comply with the
ministry's suburban area standards (refer to Directive B-18) as a minimum"
"Urban Environment is defined as being where:
- Curb and gutter on both sides with or served by storm / combination sewers
- Curb and gutter on one side with or served by storm / combination sewers
- Reversed paved shoulders with or served by storm / combination sewers
- for subdivisions, the majority of the lot frontages must be less than 30 metres (refer to Directive B-18)"
These criteria are more applicable to larger municipalities with more urbanized road systems. For example,
there are very few local roads with curbs and gutters in Bayham.
Simplified definitions have been utilized to classify Bayham road sections.
R - Rural Section
• Development is less than 50% of the frontage, including developed areas extending less than 300
metres on one side or 200 metres on both sides and no curbs and gutters.
S - Semi-Urban
• Development exceeds 50% of the frontage for a minimum of 300 metres on one side or 200 metres
on both sides.
• For residential areas, the majority of the lot frontages are 30 metres or greater.
U - Urban
• Hard-surfaced roads served by storm / combination sewers, and / or
• For residential areas, the majority of the lot frontages are less than 30 metres.
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Official Plan Review - Road System
As noted in Section 1, Official Plan mapping has been used as a guide to the boundaries of the local road
system, recognizing that there is also a network of municipal road allowances in Bayham containing
unimproved laneways that are not part of the maintained road system. Appendix C of this report contains
the following figures, which are annotated versions of Official Plan map schedules.
Figure C-1 Schedule 'A1' Land Use
Figure C-2 Schedule 'B' Straffordville
Figure C-3 Schedule 'C' Vienna
Figure C-4 Schedule 'D' Port Burwell
Table 2-1 lists the items shown on Figures C-1 to C-4 that represent differences between the Official Plan
map schedules and project mapping, taking into account site reviews of road sections and air photo
information provided by the municipal East Elgin Mapping Service. Since the Official Plan is intended to
guide land use within a municipality, the urban boundaries for Straffordville, Vienna and Port Burwell have
been used for determine map boundaries. Note that the Vienna urban boundary extends north to include
the Old Mill Line and Soper Road rural residential areas, and the rural agricultural area from Otter Creek
north to Light Line. Although Light Line road section LIGH-3 is part of the Vienna urban designation, it
continues to be used as a rural road, and therefore is included as part of the Bayham Rural Area.
Several road sections were initially listed, but as a result of site reviews and further information, the
sections have been removed from the current list. Table 2-1 includes a number of these changes. In
general, municipal roads that are partly improved and maintained through most of the year (except winter)
are included as road sections. Roads that are mostly unimproved access lanes have not been included
as road sections. Roads that were historically through-roads, but now are closed following bridge closure
or other problems such as slope erosion, are not included as road sections unless they are currently
maintained.
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TABLE 2-1
ROAD SYSTEM REVIEW - BAYHAM OFFICIAL PLAN MAP SCHEDULES (See Appendix C for Figures C-1 to C-4)
Road Section Reference
(Description)
Item No.
(See Figs.
C-1 to C-4)Review Notes
01 - RURAL BAYHAM AREA (see Figure C-1)
01 BALD-1 Baldwin Line (Maple Grove to end)A1-01 • section BALD-1 does not appear to curve north
• no north-south road allowance indicated
01 BALL-1 Ball Line (Stewart to end)A1-02 • maintained road section BALL-1 only extends to farm
• road continues as not-maintained farm lane
01 BARZ-1 Barzo Road (Carson to end)A1-03 • mun. road allowance with unimproved laneway
• not included as a road section
01 BEAT-2 Beattie Road (camp to end)A1-04 • not maintained past camp entrance (sign in place)
01 Beattie Road (Jackson to end)A1-05 • not maintained, unimproved laneway
• not included as a road section
01 CLAR-2 Clarke Road (Glen Erie to Lakeshore) A1-06 • posted as 'Not Maintained'
01 Garner Road (from GARN-1 south to end)A1-07 • maintained road ends at Wardwalk (Straffordville)
• unimproved laneway south of WARD-1 (not road section)
01 HARM-1 Harmony Acres Line (Springer Hill to end) A1-08 • section HARM-1 does not appear to curve north
• no north-south road allowance indicated
01 Heritage Line (replaced former road) at Heritage Line
(ER 38) and Mitchell Road intersection area
A1-09 • former part of Heritage Line now provides property access
• local roads on OP Sched. A1 not considered road sections
01 LAKE-2 Lakeshore Line
(Stafford to end (barrier at closed road))
A1-10 • former Elgin County Road is now local access road; still
extends through Lots 22, 23 and west part of Lot 24
01 LAKE-3 Lakeshore Line
(Closed Portion to Elgin Rd. 55)
A1-11 • former Elgin Count Road is now local access road; only
extends to Lot 27, does not connect to Godby
01 ORAN-1 Orange Hall Road
(Baynor Road to municipal boundary)
A1-12 • short section (0.2km) of Orange Hall Road is in Bayham
• road section ORAN-1 recently added to road inventory
01 OTTG-1 Ottergate Line (Talbot Line to west end) A1-13 • short section of Ottergate Line extends west from Talbot
Line (Hwy. 3)
01 SAXT-1 Saxton Road (Nova Scotia Line to end) A1-14 • unimproved laneway; understood to be closed and sold
• not included as a road section
01 SOME-2 Somers Road (Green to Best)A1-15 • posted as 'Not Maintained'
01 SOME-5 Somers Road (Eden to end)A1-16 • road not maintained past nursery business
01 WOOD-1 Woodworth Road (Nova Scotia to Vienna) A1-17 • posted as 'Not Maintained'
01 local road shown on Schedule A1 in Lot 19, Con. 11,
north from Talbot Line (Hwy. 3)
A1-18 • road appears to be farm lane, no road allowance shown
• not included as a road section
01 Edison Drive (EDIS-3)A1-19 • road section EDIS-3 ends in Lot 12
02 - STRAFFORDVILLE (see Figure C-2)
02 ALWA-1 Alward Street (Heritage to end)B-01 • municipal road allowance
• not shown on OP Sched. as Local Road
02 CPRC-1 CPR Corridor B-02 • maintained and used as a road; not a municipal road
• not included as a road section
02 FOUR-3 Fourth Street (Plank west to end) B-03 • assumed to be a municipal road allowance
(air photo mapping indicates possible lot)
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TABLE 2-1
ROAD SYSTEM REVIEW - BAYHAM OFFICIAL PLAN MAP SCHEDULES (See Appendix C for Figures C-1 to C-4)
Road Section Reference
(Description)
Item No.
(See Figs.
C-1 to C-4)Review Notes
03 - VIENNA (see Figure C-3)
03 EDIS-3 Edison Drive (bridge to end)C-01 • Edison Drive extends west, past the mid-point of Lot 12
(also see Figure C-1, item A1-19)
03 FRON-1 Front Street (Plank to end)C-02 • municipal road allowance
• not shown on OP Sched. as Local Road
03 OTTE-1 Otter Street (Plank to end)C-03 • municipal road allowance
• not shown on OP Sched. as Local Road
04 - PORT BURWELL (see Figure C-4)
04 ELIZ-2 Elizabeth Street
(Wellington south to end)
D-01 • private lane off Elizabeth Street
(Gracecourt Modular Home Park)
04 FAYE-1 Faye Street (Libbye to end)D-02 • municipal street to cottage area
• review length of street to be included as municipal
04 HAGE-1 Hagerman Street (Robinson to end) D-03 • municipal road allowance; beach parking area
• not included as a road section
04 HOWA-1 Howard Street (Robinson to curve) D-04 • changed to Submariners Way (SUBM-1)
• street is private, except short length near Robinson
04 HURL-1 Hurley Street (Bridge Street to end) D-05 • the north side of Bridge Street is a private laneway
(to Big Otter Marina and Campground)
04 LIBB-2 Libbye Street (Park Entrance to end) D-06 • municipal street to cottage area
• review length of street to be included as municipal
04 MACN-1 MacNeil Court (Elizabeth to end)D-07 • new subdivision street (municipal)
04 MCCO-1 McCord Lane (Wellington to end) D-08 • private lane off Lakeshore Line
04 PITT-4 Pitt Street (Strachan to end)D-09 • private lane off Pitt Street
(Green Acres Mobile Home Park)
04 Valley Lane (Robinson to end)D-10 • municipal road allowance; unimproved laneway
• not listed as a road section
04 Port Burwell Provincial Park road system D-11 • Port Burwell Prov. Park road system (not municipal)
04 access lane off Chatham Street D-12 • private lane to harbour area
08 - NORTH HALL (see Figure C-1)
08 PETE-1 Peters Court
(Eden Line (ER 44) to end)
A1-20 • new municipal subdivision road
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2.3 TRAFFIC COUNTS AND ROAD CLASSES
Estimating Traffic Counts
Section C, Traffic Data, of the MTO Manual describes the types of traffic information relevant to a
municipal study. Appendix A to the MTO Manual, Traffic Generations for Low Volume Local Urban and
Semi-Urban Roads, outlines a simplified approach to estimating traffic counts. There are no previously
collected traffic counts for Bayham municipal roads, although some Annual Average Daily Traffic (AADT)
counts are available for Provincial Highway 3 and the Elgin County roads that extend through Bayham.
A detailed assessment of existing traffic on Bayham roads is outside the scope of this Study. The following
approach has been used in this Study to estimate AADT counts on Bayham roads:
• Review existing Provincial (Highway 3) and County traffic count data
• To obtain current data, complete a sampling of short term traffic counts on Bayham roads
• Complete AADT estimates for Bayham road sections using the approach outlined in Appendix
A of the MTO Manual
MTO Manual Appendix A provides a table for use in estimating trips, based on the density of adjacent
property development. Most rural areas in Bayham are classified as "Very low density development", since
average lot frontages exceed 30 metres. The Appendix A Table "Trip Generations for Various
Development Densities", estimates trip generation in "Very low density" areas at "Ten (10) vehicle trips per
day per dwelling unit". The Table primarily covers road section lengths from 0.1 to 1.0 km. Using this
approach, an airphoto-based count of residences can be used to estimate AADT values in low density
areas. This approach is qualified by the following Appendix A note:
"The use of this table generally applies to local residential roads where it is unlikely that traffic
counts are available or, in fact, needed. The traffic estimates are a "ball park" value based on the
density of development. Where it is observed that the apparent traffic volumes are substantial due
to development or external traffic using the street, an actual count should be taken or scheduled
in the future."
In Bayham, the rural network of municipal roads also serves local agricultural operations, as well as daily
residential activities. To provide another source of traffic data, a total of 21 traffic counts were completed
at Bayham intersections. Each count had a duration of 15 minutes. Longer duration counts, and more site
locations, would have been ideal, but were outside the scope and budget of the current project. A variety
of sites were selected, ranging from Highway 3 and County Road intersections (where existing AADT
counts could be used for comparison purposes) to rural roads with minimal traffic. These preliminary traffic
counts were pro-rated to AADT counts using hourly, daily, and weekly traffic distribution information
provided in the United States Federal Highway Administration Traffic Monitoring Guide, 2013. A
Canadian publication with similar information could not be located - it is assumed traffic patterns are
reasonably comparable.
It should be emphasized that the short duration traffic counts taken for this Study are NOT intended as
as statistically representative samples for AADT counts. The counts are intended to fill a traffic information
void, given limited available resources. A municipal program of regular traffic counts is recommended to
provide additional traffic data that should be more representative. As a result, the local AADT traffic data
that has been used to estimate MTO road classes should be considered as very preliminary indicators
of traffic flow. There can be a considerable variance in traffic that may not have been identified in the short
term counts. Future traffic counts can be used to update the information presented in this Study.
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MTO Road Classes
MTO 'road classes', which are based on traffic counts, are used in the MTO Manual as part of the
evaluation procedure. For rural road sections, a road class code is assigned based on the AADT (Average
Annual Daily Traffic) count for the road section. In semi-urban and urban areas, the road class is based
on the road type.
Two lane roads are assigned the following range of classes in the MTO Inventory Manual, Item 33. Four-
lane roads and expressway road classes are not listed, as there no applicable roads in Bayham.
CODE 100 01 to 49 AADT
200 50 to 199 AADT
300 200 to 399 AADT
400 400 to 999 AADT
500 1000 to 1999 AADT
600 2000 to 2999 AADT
700 3000 to 3999 AADT
800 4000 AADT and over
All rural roads shown in Figure 2-1 have been assigned a Road Class. These road class assignments must
be considered as preliminary estimates, since representative traffic counts are not available. Only a very
few Bayham roads are estimated to be in road classes 400 to 600, with Pressey Road (section PRES-2)
as the only class 600 road. The majority of local roads are estimated to be in road classes 200 or 300.
Single access roads and through roads with limited maintenance are class 100 roads. The code 'RNM'
(Road Not Maintained) is added to represent municipal roads with minimal traffic that are not maintained
year-round.
The following MTO Inventory Manual class definitions apply to two-lane semi-urban and urban roads.
CODE ALL Alleyways are public ways functioning as an alternative to a local street servicing business
sections or off-street parking lots. They have a width of 5.0m or more, and are continuous
through a block. (Refer to MTR-B51 for details).
L/R Local Residential roads provide access to residential developments.
LCI Local Commercial or Industrial roads provide access to commercial or industrial areas.
C/R Collector Residential roads serve traffic between local residential and arterial roads, and
provide access to adjacent residential properties.
CCI Collector Commercial or Industrial roads serve traffic between local commercial or industrial
and arterial roads, and provide access to adjacent commercial and industrial properties.
ART Arterial roads serve large volumes of all types of traffic moving at medium to high speeds. Direct
access to adjacent development is limited, and traffic flow is generally uninterrupted. Design
speeds range between 50 km/h and 100 km/h.
Note: Collector roads are characterized by interrupted traffic, design speeds between 50 km/h
and 80 km/h, and equal importance given to traffic movement and land access.
The Bayham Official Plan does not indicate collector or arterial roads; all municipal roads are listed as
'Local Roads'. A general review of existing land uses in Bayham communities indicates that are no urban
areas with specific commercial / industrial roads. Most urban roads are 'Local Residential', with a few
residential 'Collector' roads that connect to the County road system. Roads that are indicated as 'Collector'
on Figures 2-2 to 2-7 are designated on the basis of proximity to County Roads and surrounding land uses.
Traffic counts should be undertaken to confirm Collector road status, and determine other roads that
should be given Collector status.
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2.4 ROAD SECTION SUMMARY
Boundary Roads
Table 2-2 lists the boundary road sections. There 29 km of boundary roads on the perimeter of Bayham
(see Figure 2-1 for boundary road section locations). For this Study, upgrade costs for boundary roads are
assumed to be split equally between adjacent municipalities and are adjusted in cost tables. In terms of
the road section statistics presented in this section, and in the Appendices, the boundary status of a road
section is noted and the total section length is included to represent the total length of the road system.
TABLE 2-2
BOUNDARY ROAD SECTIONS
Section Road Section Name
Adjacent Municipality
(MM: Maintaining
Municipality)
Est.
Road
Class1
Road
Material
Code
Section
Length
(km)
No. of
Lanes
Lane
Length
(km)
Est. Rd.
Width
(m)
BANO-1 Bayham Norfolk Boundary Rd.
• Plank (ER 19) to Goshen
County of Norfolk 200 B-T&C 1.1 1 1.1 6.8
BANO-2 Bayham Norfolk Boundary Rd.
• Goshen to steep slope/curve
County of Norfolk 200 C-GRA 1.3 1 1.3 6.8
BANO-3 Bayham Norfolk Boundary Rd.
• steep slope to Eden
County of Norfolk 200 C-GRA 0.5 1 0.5 7.0
BANO-4 Bayham Norfolk Boundary Rd.
• Eden to Heritage Line
County of Norfolk (MM) 200 B-T&C 3.9 1 3.9 6.8
BAYH-1 Bayham Drive
• Pressey to Clearview
Town of Tillsonburg (MM) 500 A-ASP 0.3 1 0.3 7.6
BAYH-2 Bayham Drive
• Clearview to Talbot
Town of Tillsonburg 500 A-ASP 0.7 1 0.7 7.4
BAYH-3 Bayham Drive
• Talbot to first curve
Town of Tillsonburg 200 C-GRA 0.7 1 0.7 6.8
BAYH-4 Bayham Drive
• first curve to end of curves
Town of Tillsonburg 200 C-GRA 2.2 1 2.2 6.8
BAYH-5 Bayham Drive
• end of curves to Carson
County of Norfolk 200 C-GRA 1.1 1 1.1 6.8
PRES-1 Pressey Line
• Springer Hill to Culloden
Township of
South-West Oxford
500 B-T&C 2.0 1 2.0 7.0
PRES-2 Pressey Line
• Culloden to Bayham Drive
Township of (MM)
South-West Oxford
600 A-ASP 6.0 1 6.0 7.5
RICH-2 Richmond Road
• South of Nova Scotia Line
Township of Malahide (MM) 100 C-GRA 1.7 1 1.7 6.0
SPRI-1 Springer Hill Road
• Heritage Line to end
Township of Malahide (MM) 100 C-GRA 0.4 1 0.4 5.0
SPRI-2 Springer Hill Road
• Heritage to Glencolin
Township of Malahide (MM) 300 B-T&C 2.6 1 2.6 6.8
SPRI-3 Springer Hill Road
• Glencolin to Pressey
Township of Malahide 300 B-T&C 4.5 1 4.5 7.0
TOTAL (km) 29.0 29.0
Notes: 1. MTO road classes are estimated, based on preliminary traffic estimates and adjacent land use.
2. Bayham Drive sections BAYH-3 and BAYH-4, and Bayham Norfolk Boundary Road sections BANO-3 and part of BANO-4,
are not exactly on the municipal boundary, but are assumed boundary roads for this Study.
3. Most of BAYH-4 is adjacent to Tillsonburg, with a small portion adjacent to Norfolk County.
4. Although east of a boundary road section (BANO-4), a short section of Orange Hall Road (ORAN-1), from BANO-4 to the
municipal boundary, has been added to the road section list as a Bayham road.
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Appendix A, Road Section List, provides a list of the road sections in Bayham, organized by Location and
Section Code.
Table 2-3 summarizes Bayham road sections by surface type for the Bayham rural area and urban
communities within the Municipality. Over 87% of the roads are in rural Bayham, as measured by road
section length.
Bayham Rural Area 176.3 km 87.2%
Straffordville 4.8 km 2.4%
Vienna 9.1 km 4.5%
Port Burwell 8.2 km 4.1%
Richmond 1.0 km 0.5%
Eden 1.3 km 0.6%
Corinth 1.0 km 0.5%
North Hall 0.4 km 0.2%
Total - Bayham Road Sections 202.1 km 100.0%
Table 2-4 provides a summary of road section lengths by surface type for each of the Bayham areas. As expected,
the Rural Area contains nearly all the tar and chip and gravel roads. Asphalt roads are split between the Rural Area
(36.2%) and urban communities.
Overall, 69.5% of Bayham roads have hard surfaces. Just 17.5% of the roads are asphalt, most are surface -treated
tar and chip roads (52.0%). Loose surface gravel roads account for nearly a third of Bayham roads (30.6%). Almost
all the gravel roads (98.1%) are in the Bayham Rural Area.
Asphalt Surface - total 35.3 km 17.5%
Tar and Chip Surface - total 105.0 km 52.0%
Gravel Surface - total 61.8 km 30.6%
Total - Bayham Road Sections 202.1 km 100.0%
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TABLE 2-3
ROAD SECTION SUMMARY - BAYHAM COMMUNITIES
Location and Road Surface Type
Section
Length
(km)
Percent
(%)
Area
Length
(km)
Percent
(%)
01 - BAYHAM RURAL AREA
Asphalt 12.8 7.3%
Tar and Chip 103.0 58.4%
Gravel 60.5 34.3%
Bayham Rural Area Sub-total (km) 176.3 100.0% 176.3 87.2%
02 - STRAFFORDVILLE
Asphalt 4.7 97.9%
Gravel 0.1 2.1%
Straffordville Sub-total (km) 4.8 100.0%4.8 2.4%
03 - VIENNA
Asphalt 7.7 84.6%
Tar and Chip 1.1 12.1%
Gravel 0.3 3.3%
Vienna Sub-total (km) 9.1 100.0%9.1 4.5%
04 - PORT BURWELL
Asphalt 7.3 89.0%
Tar and Chip 0.2 2.4%
Gravel 0.7 8.5%
Port Burwell Sub-total (km) 8.2 100.0%8.2 4.1%
05 - RICHMOND
Asphalt 0.8 80.0%
Gravel 0.2 20.0%
Richmond Sub-total (km) 1.0 100.0%1.0 0.5%
06 - EDEN
Asphalt 1.3 100.0%
Eden Sub-total (km) 1.3 100.0%1.3 0.6%
07 - CORINTH
Asphalt 0.3 30.0%
Tar and Chip 0.7 70.0%
Corinth Sub-total (km) 1.0 100.0%1.0 0.5%
08 - NORTH HALL
North Hall - Asphalt 0.4 100.0%
North Hall Sub-total (km) 0.4 100.0%0.4 0.2%
MUN. of BAYHAM Total - Road Sections (km)202.1 100.0%
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TABLE 2-4
ROAD SECTION SUMMARY - SURFACE TYPE
Road Surface Type and Location
Section
Length (km) Percent
(%)
Area
Length (km) Percent
(%)
ASPHALT (A-ASP)
Bayham Rural Area 12.8 36.3%
Straffordville 4.7 13.3%
Vienna 7.7 21.8%
Port Burwell 7.3 20.7%
Richmond 0.8 2.3%
Eden 1.3 3.7%
Corinth 0.3 0.9%
North Hall 0.4 1.1%
Asphalt Surface - Total Section Length (km) 35.3 100.0%35.3 17.5%
TAR AND CHIP (B-T&C)
Bayham Rural Area 103.0 98.1%
Vienna 1.1 1.0%
Port Burwell 0.2 0.2%
Corinth 0.7 0.7%
Tar and Chip Surface - Total Section Length (km) 105.0 100.0% 105.0 52.0%
GRAVEL (C-GRA)
Bayham Rural Area 60.5 97.9%
Straffordville 0.1 0.2%
Vienna 0.3 0.5%
Port Burwell 0.7 1.1%
Richmond 0.2 0.3%
Gravel Surface - Total Section Length (km) 61.8 100.0%61.8 30.6%
MUN. of BAYHAM All Road Sections (km)202.1 100.0%
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114
OF
8 29 30
31 32
33 34 35
28 29 30 31 32 33 34 35
101 102 103 104 105 106 107 108
101 102 103 104 105 106 107 108
28 29 30 31 32 33 34 35
1 2 3 4 5
6 7
8 9
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28
1 2 3 4 5
6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
23 24 25 26 27 28
109110
111 112 113
115 116 117 118 119 120 121 122 123 124 125 126 129
128127
130 131 132 133 134 135 136
109110 111 112 113
115 116 117 118 119
120
122121
123 124 125 126 127
129 130128
131 132 133 134 135 136
2 31
4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
23
24 25 26 27
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NORTH
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T ALB O T L I NE
SP
RI
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G ER
H I LL
R
O
A
D
HARMONY
ACRES
LINE
C UL
LO
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OTTERGATE LINE BALDWIN
LINE
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M UR
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EL
L
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S
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PR ES S EY R O A D
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DRIVE
GO
S H EN
ROA
D
CARSON LINE
B
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B
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LINE
MAPLE GROVELINE
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LINE
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BRIDGE
LINE
SA
ND
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D
PL
AN
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R O A D
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L INE
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RD
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5
5
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MILL
LINE
SOPER ROAD
BO
GU
S RO
A
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CR
EE
K
RO
A D
CALTON
LINE
D E N N IS
R D .
VIENNA LINE
B RO
W N
R OA
D C E N T R E
ORC
H
A
RDLINE
NOVA
SCOTIA LINE
WO
OD
WO
RT
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.
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S AX
TO
N R
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G
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R I C H M O ND
RO
A
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CA
R
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R
B E AT
T IE
R
O
A
D
MA PL E G R O V E LI N E
BALL LINE
S
T
E
W
A
RT
R
D.
JACKSON LINE
RO
A
D
GR
E
G
S
O
N
JAMES LINE
ORANGE HALL RD.
26 27
99 100
27
100
A N G ER
227
LAKE ERIE
H
E
R
I
T
A
G
E
LINE
RICHMOND
M I T C HE
L
L
R OA
D
COLLEGE LINE
GLENCOLIN LINE
TR I LL I U M
R A I L WAY
LAKESH
ORE LINE
GREEN LINE
I
MALAHIDE
TOWNSHIP
PORT BURWELL
PROVINCIAL PARK
B A R ZO
R D .
46
55
38
45
19
55
39
142
19
42
41
19
45
42
43
43
38
44
46
19
52
50
42
44
SAND-6
CREE-1
SOPE-1
OLDM-1
PRE S-2
GREE-1
BEST-1
BEST-2 BEST-3
BEST-4
SOME-1
SO
M
E
-
2
EDEN-1
M AP L-2
MAPL-1
JAC
K
-2
JACK-3
JACK
-
1
LIGH-4
LIGH-3
LIGH-2
LIGH-1
BALD-1
SHAD-1
PETE-1
HARM-1
OTTG-1
HOWE-2
TOLL-1
TO
L
L
-
2
TOLL-7
TUNN-1
TUNN-2
TUNN-3
VIEN-1
TO
L
L
-
3
TO
L
L
-
4
TO
L
L
-
5
TO
L
L
-
6
HOWE-3
VINC-1
BLAC-1
HOWE-1
MU
R
R
-
1
SC
H
A
-
1
SP
R
I
-
3
BEST-5
EDEN-3
EDEN-2
R I D G-1
GO
S
H
-
1
EDEN-5 ORAN-1
J AM E -1
EDEN-4
EDEN-6
GREE-2
BAYH-1
CLEA-1
BAYH-2
BAYH-3
BAYH-4
B
A
Y
H
-
5
B
A
N
O
-
2
BANO-3
B
A
N
O
-
1
BA
N
O
-
4
P RE S -1
SP
R
I
-
2
MI
T
C
-
1
SPRI-1
BEAT-2
CHUT-1
OWLC-1
ORCH-1
ORCH-2
DENN-1
BEAT-1
SO
M
E
-
3
SO
M
E
-
4
SO
M
E
-
5
S A N D-
4
S A ND
-5
SAND-2
SAND-7
SA
ND
-
3
OTTG-3
OTTG-2
SAND-1
MI
T
C
-
2
GR
E
G
-
1
CO
Y
L
-
1
LA M E-1
CO
Y
L
-
2
CO
YL
-3
BO
G
U
-
1
MC
QU-1
RI
C
H
-
2
CHUT-2
BR
O
W
-
1
WO
O
D
-
1
WOOD-2
CL
A
R
-
2
TE
A
L
-
1
ST
A
F
-
1
GO
D
B
-
2
LA
K
E-3
LAK
E
-2
LA
KE-1
CARS-1
VIEN-2
VIEN-3
BALL-1
STEW-1
EL
L
I
-
2
EL
L
I
-
1
CS
I
N
-
1
CL
A
R
-
1
SC
H
A
-
2
STEW-2
STEW-3
GODB-3
GO
D
B
-
1
NORFOLK
COUNTY
CORINTH
SOUTH-WEST
OXFORD TOWNSHIP
TOWN OF
TILLSONBURG
PORT BURWELL
PETERS COURT
EDEN
STRAFFORDVILLE
SPRIET ASSOCIATES - 213200M02F02-1 - 2014.09.11 BAYHAM ROAD NEEDS STUDY, MUNICIPALITY OF BAYHAM
ROAD SYSTEM - BAYHAM RURAL AREAFIGURE 2-1
SEE ENLARGED
MAPS FOR
URBAN AREAS
ROAD NOT MAINTAINED (RNM)
MUN. ROAD - TAR & CHIP
MUN. ROAD - GRAVEL
ROAD SECTIONS
ELGIN COUNTY ROAD
ROAD WIDTHS SHOWN ARE NOT TO SCALE
MUN. ROAD - ASPHALT
0 KILOMETRES 4
VIENNA
SECT-1 SECT-2
PROVINCIAL HIGHWAY
600
500
400
300
200
100
RNM
RURAL AREA
ROAD CLASSES
BASE MAP: COUNTY
OF ELGIN MAPPING.
MAP FEATURES AND
SCALE ARE APPROX.
LANEWAY
BAYHAM
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 80 of 163
ARTHUR
MAIN
HESCH
WARDWALK LINE
FIRST
THIRD
FOURTH
FIFTH
SECOND
OL
D
C
HA
P E L
E L G IN
SA
N
D
Y
T
O
W
N
R
O
A
D
DU
K
E
GARNHAM AL
WA
RD
C ANA
D
I AN PAC
I
FIC R AILW
A
Y
C O R R I D OR (T RA C K S R E M OV ED)
WE
S T
WE
S T
S H OR
T
GA
R
N
E
R
R
D
.
DONNELLY
STEWA
RTROA
D
EA
S T
P L A NK
RO
AD
HERITAGE LINE
38
19
19
38
SPRIET ASSOCIATES - 213200F02-2 - 2014.09.06 BAYHAM ROAD NEEDS STUDY, MUNICIPALITY OF BAYHAM
ROAD SYSTEM - STRAFFORDVILLE
STRAFFORDVILLE
MUNICIPALITY OF BAYHAM
FIGURE 2-2
ROAD CLASSES - URBAN AREAS
BASE MAP SOURCE: EAST ELGIN MAPPING
SERVICES - AIR PHOTO MAPPING (TRACED).
MAP FEATURES AND SCALE ARE APPROXIMATE.
ROAD WIDTHS SHOWN ARE NOT TO SCALE
0 METRES 300
E A S T -1
THIR-1
DONN-1
OL
D
C
-1
DU
K E -1
MAIN-1
MAIN-2
EL
G I -1
SA
N
D
-
1
WARD-1
ARTH-1
WEST-1
FIRS-1
SECO-1
S H OR
-
1
FOUR-1
FOUR-2
FOUR-3 FIFT-1
HESC-1
AL
W
A
-1
GA
R
N
-
1
GHAM-1
RNM - ROAD NOT MAINTAINED LR - LOCAL ROAD CR - COLLECTOR ROAD
SA
N
D
Y
T
O
W
N
R
O
A
D
ROAD NOT MAINTAINED (RNM)
MUN. ROAD - TAR & CHIP
MUN. ROAD - GRAVEL
ROAD SECTIONS
ELGIN COUNTY ROAD
MUN. ROAD - ASPHALT
SECT-1 SECT-2
PROVINCIAL HIGHWAY
LANEWAY
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 81 of 163
PL
A N K
R
O
A D
VIENN
A LINE
W
A
T
E
R
CE
N
T
RE
S
T
R
E
ET
NO
R
T
H
TU NN EL LI NE
PEARL
WAL
NUT
OTTER
F R ON
T
UN
I
O
N
A N N
F UL TON
FULTON
CH E S T NU T
C HA P E L S T R E ET
C H U T E L I NE
QUEEN
COUNTY OF
ELGIN BRIDGE
E
DI
S
O
NEDISO
N
P
I
N
E
S
N
O
W
O
A
K E
L
M
OT TE R CREE
K
O TT E R C R E EK
KING ST. E.
LIG
HT LIN
E
LIGH-3
LIGH-
2
OL D M ILL L IN E
S O P E R
R
OA
D
S O P E-
1
O L D M-1
CE
N
T
-
1
VIEN-2
VIEN-3
ROAD CLASSES - URBAN AREAS
RNM - ROAD NOT MAINTAINED LR - LOCAL ROAD CR - COLLECTOR ROAD
0 METRES 400
19
19
41
SPRIET ASSOCIATES - 213200J001-3 - 2014.09.09 BAYHAM ROAD NEEDS STUDY, MUNICIPALITY OF BAYHAM
VIENNA
MUNICIPALITY OF BAYHAM
FIGURE 2-3 ROAD SYSTEM - VIENNA
FULT-1
A N N S-1
CE
N
T
-
2
C HAP-1
C H AP -2
CHU T-1
C H E S-1
E D I S-3
E
D
IS-
2
E
D
IS
-1
E
L
M
S
-
1
FR
O N -1
QUEE-1
P
I
N
E
-
1
S
N
O
W
-
1
OTTE-1
PEAR-1
WALN
-1
KING-1
WATE-1
O
A
K
S
-
1
UN
I
O
-
1
NO
R T -1
WATE-2
BASE MAP SOURCE: EAST ELGIN MAPPING
SERVICES - AIR PHOTO MAPPING (TRACED).
MAP FEATURES AND SCALE ARE APPROXIMATE.
ROAD WIDTHS SHOWN ARE NOT TO SCALE
ROAD NOT MAINTAINED (RNM)
MUN. ROAD - TAR & CHIP
MUN. ROAD - GRAVEL
ROAD SECTIONS
ELGIN COUNTY ROAD
MUN. ROAD - ASPHALT
SECT-1 SECT-2
PROVINCIAL HIGHWAY
LANEWAY
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 82 of 163
SOUTHEY
SUB
M A RI N E R S WAY
A DD
I
S ON
ST
R
EE
T
VI
C
T
O
R
I
A
R O B IN
SO
N
R OBI
N
SO
N
E L I Z A BE
T
H
E R IE
U S
ER
IE
US
ST
R A CH
A
N
M I LT
O N
SH
A
K
E SP
E AR
E
BO
D
S
W
O
R
T
H
MACNEIL
Mc
C OR
D
WELLINGTON
LAKES
H
ORE
WE
L
L
I
NGT
ON
WATERLOO
NEWTON
PITT
PIT
T
BROCK
WILLIAM
H
U
R
L
E
Y
FAYE
LIBBYE
BURWELL HANNAH
TENNYSON
SOUTHEY
COWPER
HOMER
CH
A
T
H
A
M
S
T
R
E
E
T
B
R
I
D
G
E
S
T
R
E
E
T
C RE E K
VALLEY
LANE
LAKE
ERIE
O T T E R
PORT BURWELL
PROVINCIAL PARK
PORT BURWELL
PROVINCIAL PARK
42
39
19
50
142
SPRIET ASSOCIATES - 213200M01F02-4 - 2014.09.06 BAYHAM ROAD NEEDS STUDY, MUNICIPALITY OF BAYHAM
PORT BURWELL
MUNICIPALITY OF BAYHAM
FIGURE 2-4 ROAD SYSTEM - PORT BURWELL
ROAD CLASSES - URBAN AREAS
0 METRES 400
MI
L
T
-
1
MI
L
T
-
1
MI
L
T
-
2
HOME-1
COWP-1
SOUT-1
TENN-1
BURW-1
LIBB-1
LIBB-2
FAYE-1
H
U
R
L
-
1
A D D I-
2
WATL-1
WELL-2
WELL-1
PITT-1
BROC-1
PITT-2
PITT-3
PIT
T-4
ER
I
E
-
1
ST
R
A-
1SUBM-1
SH
A
K
-1
NEWT-1
AD
D
I
-1
WILL-1
MACN-1
HANN-1
S T R A -2
ST
R
A
-3
RO
B I -1
E L I Z-2
E L IZ
-1
S TR
A
-4
BO
D
S
-
1
VI
C
T
-
1
AD
D
I
-3
ER
I
E
-
2
BROC-2
ROAD NOT MAINTAINED (RNM)
MUN. ROAD - TAR & CHIP
MUN. ROAD - GRAVEL
ROAD SECTIONS
ELGIN COUNTY ROAD
MUN. ROAD - ASPHALT
SECT-1 SECT-2
PROVINCIAL HIGHWAY
LANEWAY
BASE MAP SOURCE: EAST ELGIN MAPPING
SERVICES - AIR PHOTO MAPPING (TRACED).
MAP FEATURES AND SCALE ARE APPROXIMATE.
ROAD WIDTHS SHOWN ARE NOT TO SCALE
RNM - ROAD NOT MAINTAINED LR - LOCAL ROAD CR - COLLECTOR ROAD
H AGER M A N
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 83 of 163
JAMES S
T.
HE
RITAG
E
LINE
H
E
R
I
T
A
G
E
LINE
R
I
C
H
M
O
N
D
R
O
A
D
J
O
H
N
S
T
R
E
E
T
HOOV
ER VA
L L EY R OAD
RICH M O N D RD.
C
H
U
R
C
H
S
T
R
E
E
T
38
38
43
RICHMOND
MUNICIPALITY OF BAYHAM
SPRIET ASSOCIATES - 213200M01F02-5 - 2014.09.06 BAYHAM ROAD NEEDS STUDY, MUNICIPALITY OF BAYHAM
FIGURE 2-5 ROAD SYSTEM - RICHMOND
ROAD CLASSES - URBAN AREAS
ROAD NOT MAINTAINED (RNM)
MUN. ROAD - TAR & CHIP
MUN. ROAD - GRAVEL
ROAD SECTIONS
ELGIN COUNTY ROAD
MUN. ROAD - ASPHALT
SECT-1 SECT-2
PROVINCIAL HIGHWAY
LANEWAY
BASE MAP SOURCE: EAST ELGIN MAPPING
SERVICES - AIR PHOTO MAPPING (TRACED).
MAP FEATURES AND SCALE ARE APPROXIMATE.
ROAD WIDTHS SHOWN ARE NOT TO SCALE
RNM - ROAD NOT MAINTAINED LR - LOCAL ROAD CR - COLLECTOR ROAD
0 METRES 300
H O OV-1
C
H
U
R
-1
J
O
H
N
-
1
RIC H -1
J A M S-1
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 84 of 163
19
19
44
EDEN
MUNICIPALITY OF BAYHAM
EDEN LINE
P LA
N
K
R
O
A
D
P LA
N
K
R
O
A
D
RI
D
GE
R
OA
D
RI
D
G
-
1
EDEN LINE
GRAY STREET
T RA
V I S
S
T.
SPRIET ASSOCIATES - 213200M01F02-6 - 2014.09.06 BAYHAM ROAD NEEDS STUDY, MUNICIPALITY OF BAYHAM
FIGURE 2-6
EDEN-2
EDEN-3
EDEN-4TR
A
V
-
1
GRAY-1
C AN
A
D
I A N P A C I F I C
R A ILW
A
Y
(
T
R A C K RE
M
O
V
E D)
ROAD SYSTEM - EDEN
ROAD CLASSES - URBAN AREAS
ROAD NOT MAINTAINED (RNM)
MUN. ROAD - TAR & CHIP
MUN. ROAD - GRAVEL
ROAD SECTIONS
ELGIN COUNTY ROAD
MUN. ROAD - ASPHALT
SECT-1 SECT-2
PROVINCIAL HIGHWAY
LANEWAY
BASE MAP SOURCE: EAST ELGIN MAPPING
SERVICES - AIR PHOTO MAPPING (TRACED).
MAP FEATURES AND SCALE ARE APPROXIMATE.
ROAD WIDTHS SHOWN ARE NOT TO SCALE
RNM - ROAD NOT MAINTAINED LR - LOCAL ROAD CR - COLLECTOR ROAD
0 METRES 300
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 85 of 163
C U L LO
D E N
R OA
D
T RILL I U M R AI L WAY
BEST LINE
BEST LINE
GE
O
R
G
E
S
T
R
E
E
T
HE
N
R
Y
S
T
.
CU
LL
O D E N
R
OA
D
46
46
BEST-3
BEST-4
BEST-1
BEST-2
GE
O
R
-
1
HE
N
R
-
1
ROAD CLASSES - URBAN AREAS
ROAD NOT MAINTAINED (RNM)
MUN. ROAD - TAR & CHIP
MUN. ROAD - GRAVEL
ROAD SECTIONS
ELGIN COUNTY ROAD
MUN. ROAD - ASPHALT
SECT-1 SECT-2
PROVINCIAL HIGHWAY
LANEWAY
BASE MAP SOURCE: EAST ELGIN MAPPING
SERVICES - AIR PHOTO MAPPING (TRACED).
MAP FEATURES AND SCALE ARE APPROXIMATE.
ROAD WIDTHS SHOWN ARE NOT TO SCALE
RNM - ROAD NOT MAINTAINED LR - LOCAL ROAD CR - COLLECTOR ROAD
CORINTH
MUNICIPALITY OF BAYHAM
SPRIET ASSOCIATES - 213200M01F02-7 - 2014.09.06 BAYHAM ROAD NEEDS STUDY, MUNICIPALITY OF BAYHAM
FIGURE 2-7 ROAD SYSTEM - CORINTH
0 METRES 300
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 86 of 163
3. ASSESSMENT APPROACH
3.1 RATING SYSTEM
While the road assessment and rating system outlined in 1991 MTO Manual is used as a guide for
evaluating Bayham roads, the evaluation approach has been adapted to reflect existing information, local
conditions and project requirements. Given the predominantly rural character of the Bayham road system,
the rating system for rural roads is used, rather than a mix of rural, suburban and urban ratings.
Road ratings apply to general road surface condition at the time of review. Roads that are generally in very
good surface condition may still need a range of other items (such as road signs, guide rails, etc.). While
the condition rating system used for this Study is based on the MTO Manual, the actual rating approach
reflects the relative condition characteristics of Bayham roads and available information resources.
REVIEW ITEM POINT RATING
(maximum)
Horizontal Alignment:(10)
Vertical Alignment:(10)
Surface Width:(15)
Surface Condition:(10)
Shoulder Width:(10)
Structural Adequacy:(20)
Drainage:(15)
Maintenance Demand:(10)
Condition Rating:(100)
Table 3-1 is the current version of the road review form used for the Bayham Study. This form has evolved
during the Study following field use. A form is provided for each road section, with pre-filled existing road
data. The version of the form shown in Table 3-1 includes space to list previous road condition ratings. The
Road Section Profile (a separate report) will provide a information page for each road section, based on
information collected, combined with the proposed upgrade plan and budget for the section. The road
review criteria (listed above) are included in the Road Section Profile report with a condition summary.
Figure 3-1A provides examples of asphalt road condition in Bayham.
• Photo A (Bayham Drive) illustrates a road in excellent condition; no repaving is planned.
• Photo B (Pressey Road) has some cracks developing; Year 7-9 resurfacing is proposed.
• Photo C (Church Street, Richmond) shows a road section in need of Y1-3 reconstruction.
Figure 3-1B provides similar examples for tar and chip roads, ranging from excellent condition (no
upgrades planned) to a near-term road needing reconstruction Best Line - BEST-1 road section.
Figure 3-1C illustrates a range of gravel road types. Photo A represents a gravel road in good condition.
Photo B shows a road section (BANO-3) that is proposed for a more detailed engineering review to
determine if the steep side slope can be widened and cable guide rails installed. Photo C is an example
of a gravel road with limited maintenance that provides local access. Note the "Road Not Maintained Use
at Own Risk" sign.
SPRIET ASSOCIATES - 2014.09.16 - 213200M02_Project-Report.wpd 26
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 87 of 163
TABLE 3-1
MUNICIPAL ROAD SECTION APPRAISAL FORM Road Section
Municipality of Bayham 2013-14 Road Needs Study Date:Reviewer:
ROAD SECTION INFORMATION
1. Road Section Code
2. Asset No. / Initial Date
3. Road Section Name
4. Municipal Area
EXISTING CONDITIONS
5. Road Type
6. Adjacent Land Use
7. Road Surface Material
8. Section Length (km)
9. Lane No. / Length (km)Lane No: Lane Length (km)
10. Road Width (m)
11. Shoulders
12. Shoulder Width (m)
13. Sidewalks
14. Curbs
15. Road Drainage
16. Special Features
17. Est. Traffic/Notes (AADT)
18. MTO Road Class
19. Section Notes
ROAD CONDITION REVIEW
REVIEW ITEM POINT RATING PREV. RATING
A. Horizontal Alignment
/ 10 / 10
B. Vertical Alignment
/ 10 / 10
C. Surface Width
/ 15 / 15
D. Surface Condition
/ 10 / 10
E. Shoulder Width
/ 10 / 10
F. Structural Adequacy
/ 20 / 20
G. Drainage
/ 15 / 15
H. Maintenance Demand
/ 10 / 10
Condition Rating / 100 (max.)/ 100 (max.)
Road Rating
Review Notes
YEARS EST. BUDGET UPGRADE PLAN
1. Years 1 -3
2. Years 4-6
3. Years 7-9
Total ($)
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3.2 ESTIMATING UPGRADE COSTS
Table 3-2 summarizes some of the most common road upgrade costs, generally based on local prices.
Road upgrade procedures generally follow the MTO Manual and established local practices.
All unit costs include a contingency factor (approx. 10%, rounded), which is intended to account for cost
variances in project location, additional miscellaneous project costs and fees. All costs are approximate
estimates intended for general budget planning purposes. Costs are in 2014 dollars, with no adjustment
for inflation.
• Road sections that are known to have recent major resurfacing are assume to be adequate for
the upcoming decade and are put in the Y10+ category (subject to review during future Study
updates).
• Some small road repairs are noted, but are considered maintenance items and not part of the
capital road budget.
• Boundary road upgrades are assumed to be shared equally between adjacent municipalities.
Costs are based on road surface area; boundary roads are listed at 50% width.
3.3 ASSESSMENT SUMMARY
Table 3.3 summarizes the results road upgrade ratings, divided into Bayham rural and urban areas. The
rural area ratings are further divided by road surface type. The urban areas are primarily asphalt roads,
so are considered as a group. Only ratings where there are rated roads are shown.
Bayham rural roads are mostly tar and chip or gravel. The gravel roads are all in either the Year 1-3
category (recognizing the three year granular upgrade cycle), or are Road Class 100, which are also
budgeted in the granular cycle, but considered minimum-use access roads. All of the rural roads where
further review is suggested are gravel roads (10.9 km - 6.2% of rural roads).
Urban roads in Port Burwell are budgeted for resurfacing in Year 7-9, which is indicated by the emphasis
on the Year 7-9 category (16.6% of urban roads) for Port Burwell, while Straffordville and Vienna are
budgeted to have resurfacing in Year 10.
Road condition ratings will be reviewed in the Condition Review and Road Section Profiles report.
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TABLE 3-2
ESTIMATED UNIT COSTS FOR ROAD UPGRADE ITEMS
ROAD UPGRADES - DESCRIPTION
EST. COST
PER KM 1
EST. COST
PER SQ. M.
A. LOOSE SURFACE ROADS (GRAVEL)
A1.a Add 100mm Granular A, regrade and compact (municipal road upgrade) $ 11,800 $ 1.82
• material cost (Bayham ): $8,000/km + 10% contingency = $8,800.
2
• $3,000/km allowance for grading/compaction
A1.b Add 100mm Granular A, regrade and compact (contractor delivery)$ 21,700 $ 3.34
• material cost (Bayham ): $17000/km + 10% cont. = $18,700.
2
• $3,000/km allowance for grading/compaction
A2.a Add 150mm Granular A, regrade and compact $ 17,700 $ 2.72
• material cost (Bayham ): $12,000/km + 10% cont. = $13,200.
2
• $4,500/km allowance for grading/compaction
A2.b Add 150mm Granular A, regrade and compact (contractor delivery)$ 33,900 $ 5.22
• material cost (Bayham ): $24,000/km + 10% cont. = $26,400.
2
• $4,500/km allowance for grading/compaction
B. SURFACE -TREATED ROADS (TAR AND CHIP)
B1. Single layer, tar and chip resurfacing or micro-seal resurfacing $ 27,500 $ 4.23
• contractor supply / install (Bayham ): $25,000/km + 10% cont. = $27,500.
2
B2. Double layer, tar and chip resurfacing $ 55,000 $ 8.46
• contractor supply / install (Bayham ): $50,000/km + 10% cont. = $55,000.
2
B3. Pulverize existing road surface, in place $ 4,400 $ 0.68
• contractor supply / install (Bayham ): $4,000/km + 10% cont. = $4,400.
2
C. HARD SURFACE ROADS (ASPHALT)
C1. Single layer (50mm) asphalt on hard surface, plus Gran. A on shoulders $ 74,000 $ 11.39
• contractor supply / install 50 mm asphalt: $63,800/km
• allowance for Gran. A added to shoulders, plus 10% cont: $10,200/km
D. SITE-SPECIFIC UPGRADE ITEMS UNIT COST
• large signs (eg. 'End of Road' checkerboard sign), with post, installed (each) $ 250
• small sign (eg. road curve warning sign), with post, installed (each) $ 200
• steel road barrier on wood posts (end of road barrier)(per metre) $ 70
• cable guide rail (3 cables, wood posts), installed (per metre) $ 32
• guide rail end brace with anchor block (per end) $ 800
NOTES 1. Unit cost per km - based on a road surface 6.5 metres wide.1 km of road surface = 6500 sq. metres
2. (Bayham) - unit cost provided by Mun. of Bayham staff; note that: "... estimates do not include the cost of
other items such as grading, compacting, culvert replacement, ditching, slope stabilization, municipal truck
haulage, etc. ..."
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TABLE 3-3
SUMMARY - BAYHAM ROAD UPGRADE RATINGS
Location
Upgrade
Rating Rating Description
Road
Material Road-km
Percent
(%)
Total
(km)
01-BAYHAM RURAL AREA
01-Bayham - rural Y:100 RC 100 - Min. Upgrade A-ASP 2.0 1.1%
01-Bayham - rural Y:1-3 Upgrade Years 1 to 3 A-ASP 3.0 1.7%
01-Bayham - rural Y:4-6 Upgrade Years 4 to 6 A-ASP 0.8 0.5%
01-Bayham - rural Y:7-9 Upgrade Years 7 to 9 A-ASP 6.6 3.7%
01-Bayham - rural Y:U10+ Upgrade Year 10+A-ASP 0.4 0.2%
01- Asphalt Roads 7.3% 12.8
01-Bayham - rural Y:100 RC 100 - Min. Upgrade B-T&C 0.1 0.1%
01-Bayham - rural Y:1-3 Upgrade Years 1 to 3 B-T&C 19.3 10.9%
01-Bayham - rural Y:4-6 Upgrade Years 4 to 6 B-T&C 36.9 20.9%
01-Bayham - rural Y:7-9 Upgrade Years 7 to 9 B-T&C 9.9 5.6%
01-Bayham - rural Y:U10+ Upgrade Year 10+B-T&C 36.8 20.9%
01-Tar and Chip Roads 58.4% 103.0
01-Bayham - rural Y:100 RC 100 - Min. Upgrade C-GRA 15.0 8.5%
01-Bayham - rural Y:1-3 Upgrade Years 1 to 3 C-GRA 34.6 19.6%
01-Bayham - rural Y:REV Year 1 Review C-GRA 10.9 6.2%
01-Gravel Roads 34.3% 60.5
BAYHAM RURAL AREA - TOTAL (km)100.0% 176.3
02-08-BAYHAM URBAN AREAS
02-Straffordville Y:1-3 Upgrade Years 1 to 3 (all)0.4 1.5%
02-Straffordville Y:U10+ Upgrade Year 10+(all)4.4 17.0%
03-Vienna Y:1-3 Upgrade Years 1 to 3 (all)0.8 3.1%
03-Vienna Y:4-6 Upgrade Years 4 to 6 (all)0.7 2.7%
03-Vienna Y:U10+ Upgrade Year 10+(all)6.1 23.8%
03-Vienna Y:REV Year 1 Review (all)1.5 5.8%
04-Port Burwell Y:1-3 Upgrade Years 1 to 3 (all)2.1 8.1%
04-Port Burwell Y:4-6 Upgrade Years 4 to 6 (all)1.2 4.6%
04-Port Burwell Y:7-9 Upgrade Years 7 to 9 (all)4.3 16.6%
04-Port Burwell Y:REV Year 1 Review (all)0.6 2.3%
05-08 Small Urban Y:1-3 Upgrade Years 1 to 3 1.5 5.8%
05-08 Small Urban Y:U10+ Upgrade Year 10+1.8 7.0%
05-08 Small Urban Y:REV Year 1 Review 0.4 1.5%
BAYHAM URBAN AREAS - TOTAL 100.0% 25.8
BAYHAM - TOTAL (km)202.1
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(PHOTOS A&B: JULY 12/13, PHOTO C: OCT. 5/13)
B. (ABOVE) PRES-2: PRESSEY ROAD (UPGRADE Y7-9)
A. BAYH-2: BAYHAM DRIVE (UPGRADE Y10+)
ROAD CONDITION EXAMPLES - ASPHALT ROADSFIGURE 3-1A
SPRIET ASSOCIATES - 2014.09.12 - 213200M02F03-1A BAYHAM ROAD NEEDS STUDY, MUNICIPALITY OF BAYHAM
C. (BELOW) CHUR-1: CHURCH STREET, RICHMOND (UPGRADE Y1-3)
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 92 of 163
(PHOTO A: JULY 17/13, PHOTO B: JULY 25/13, PHOTO C: JULY 12/13)
B. (ABOVE) TEAL-1: TEALL NEVILL ROAD (UPGRADE Y4-6)
A. BANO-1: BAYHAM NORFOLK BOUNDARY ROAD (UPGRADE Y10+)
ROAD CONDITION EXAMPLES - SURFACE-TREATED ROADSFIGURE 3-1B
SPRIET ASSOCIATES - 2014.09.12 - 213200M02F03-1B BAYHAM ROAD NEEDS STUDY, MUNICIPALITY OF BAYHAM
C. (BELOW) BEST-1: BEST LINE (UPGRADE Y1-3)
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 93 of 163
(PHOTO A: JULY 17/13, PHOTO B: OCT.1/13, PHOTO C: JULY 25/13)
B. (ABOVE) BANO-3: BAYHAM NORFOLK BOUNDARY ROAD (REVIEW Y1)
A. HOWE-3: HOWEY LINE (UPGRADE Y1-3)
ROAD CONDITION EXAMPLES - GRAVEL ROADSFIGURE 3-1C
SPRIET ASSOCIATES - 2014.09.12 - 213200M02F03-1C BAYHAM ROAD NEEDS STUDY, MUNICIPALITY OF BAYHAM
C. (BELOW) BEAT-2: BEATTIE ROAD (R100)
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 94 of 163
4. ROAD SYSTEM RECOMMENDATIONS
4.1 ROAD UPGRADE PLANS
Figures 4-1 to 4-7 outline the proposed upgrades for the Bayham Rural Area and urban
communities of Straffordville, Vienna, Port Burwell, Richmond, Eden and Corinth. Upgrades are
planned in three-year cycles (Years 1 to 3, Years 4 to 6, Years 7 to 9), generally based on existing
condition, type of road and the type of improvements that are needed. Roads in the Year 10+ group
have generally been recently upgraded or are at a level where major upgrades are not anticipated
during the Year 1 to 9 period. The upgrade period assigned to a road section reflects the existing
road condition, based on a road review and assessment. Some road sections are marked with an
"R" symbol, indicating that further review is needed. Specific review requirements are outlined in
the upgrade plan for each applicable road section.
4.2 BAYHAM RURAL AREA
The Bayham Rural Area contains 87.2% of the roads in the Municipality of Bayham. This
represents nearly all of the surface-treated roads and gravel roads, plus over 36% of the asphalt
roads. Recommendations on surface-treated and gravel roads are included in the Rural Area.
1. Gravel Road Upgrade Cycle: An ongoing program of adding new granular material to
gravel-surfaced roads is proposed.
• Each road section would have, as a minimum, a new layer added every three years
(100mm Granular A, graded and compacted is suggested).
• There are approximately 60.4 km of gravel road sections in Bayham. For gravel road
management, Bayham can be divided into three areas (north, central, south), each with
about 20 km of gravel road.
• Each year, the gravel roads would be upgraded in one of the areas. Over a three-year
cycle, all roads would receive a granular upgrade.
• Some adjustments would be needed to account for boundary road responsibilities and
to avoid duplication where other road reconstruction work involving granular placement
is undertaken in the same period.
• It is understood that Municipal staff and equipment is typically used for granular material
placement, resulting in considerable savings. This approach is suggested for the
granular upgrading program.
2. Surface-Treated Roads: Resurfacing existing surface-treated roads is also planned.
• Surface-treated roads are planned to have a single tar and chip layer added
approximately every third three-year cycle, or in Years 7-9. The actual schedule for
resurfacing would depend on the road surface condition. It may be feasible to delay
resurfacing some road sections if road condition remains acceptable. Other road
sections may require more extensive reconstruction as part of resurfacing.
• Note that some recently resurfaced road sections shown on the Bayham Rural Area
Road Upgrade Plan are in the Y10+ upgrade category since they are expected to have
better than average wear characteristics.
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• The standard approach to resurfacing has been to apply either a single or double tar
and chip layer. Other resurfacing materials are available at similar cost (micro-surfacing
or micro-sealing, slurry seal). The selection of the best resurfacing material will depend
on road conditions, specific resurfacing requirements, and cost considerations.
• Unlike gravel roads, it is not feasible to organize hard-surface resurfacing activities into
geographic areas of the Municipality, given the longer time between resurfacing.
3. Asphalt Roads: In the Bayham Rural Area, just over 7% are asphalt roads. There are some
boundary roads in the north, Lakeshore Line (former County Road 42) in the south along Lake
Erie, Shady Lane (rural residential) and a small section of Eden Line that is a rural extension
from the Eden community. These roads are generally in good condition, but some will require
some resurfacing within the planning period, to prevent significant road deterioration from
cracking.
4. Hard-surfacing gravel roads: The following approach is based on a Section 3 review.
• If a gravel road has an adequate base and surface width, constructing a surface-treated
hard-surfaced road can reduce future upgrading requirements.
• To minimize additional costs for road preparation, hard-surfacing should be considered
following gravel road upgrading.
• Priority should be given to hardsurfacing to roads that have above-average traffic flow,
which in rural Bayham areas would be road class 300 or higher. Road sections being
considered for hard-surfacing should be included in the traffic count program.
• Roads with significant constraints (narrow width, steep shoulders, horizontal or vertical
alignment issues) should be reviewed in detail to determine additional upgrade costs
4.3 BAYHAM URBAN AREAS
Bayham urban areas are located along Elgin County roads that, along with Highway 3, serve as
the arterial road system for the municipality. Bayham urban roads function as local and collector
roads. About 25.8 km (12.8%) of Bayham roads are located in six designated urban areas, and
22.5 km of these roads (87.2%) are asphalt.
1. Urban Hard-Surfacing: Only 1.3 km of the urban roads have a gravel surface. It is
proposed that most of these relatively small road sections should be hard-surfaced. Hard-
surfacing should match the surrounding roads (tar and chip or asphalt).
2. Railway Corridor Road Potential: The former CPR corridor that extends through
Straffordville and Eden offers potential as a local road. The section between Heritage Line and
Third Street in Straffordville already has a granular surface and appears to be in regular use
as a road, and could be easily extended to Fourth Street. However, the corridor does need to
be upgraded as a municipal road. The Eden section is not as well utilized, but could provide an
alternative access road to Gray Street that would avoid the very narrow Travis Street. This
approach could permit Travis and Gray to be designated as 'One-Way' streets. The very narrow
road allowances for these streets would otherwise require property acquisitions to create
standard two-way streets. Given the close proximity of some adjacent residences, there are
concerns that full-width street would not be feasible.
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4.4 TRAFFIC MONITORING PROGRAM
The sampling of traffic data provided in this report is strictly preliminary, intended as a starting point
for planning purposes in the Road Needs Study. A municipal program of regular traffic counts is
recommended to provide additional representative traffic data that can help set priorities for
planned road improvements. Spriet Associates can organize a program for Bayham and
periodically compile the traffic data results and update mapping. A Year 1 budget is included in
Table 4-1.
4.5 ROAD NEEDS STUDY UPDATES
The following approach to updating the Road Needs Study is suggested:
1. Year 1: A Year 1 update is recommended to refine the road upgrade plans and budget
after the first period of use, and to include new traffic data and the results of Year 1 special
road reviews.
2. Annual Review: Prior to road budget planning each year, it is suggested that the Study
be briefly reviewed. New traffic data should be included, and information on completed road
projects can be entered in the project data file (Excel spreadsheet). Annual adjustments to the
road upgrade plan on changing conditions, priorities and available funding are anticipated.
3. Three-Year Review Cycle: Updates to the Study should be at the end of each three-year
upgrade cycle (the end of Year 3, Year 6, Year 9, etc.), with the update to be timed so that the
results can be incorporated into budget planning for the following year, which will be the start
of a new upgrade cycle. At this time the planned upgrades for the next three year period
should be reviewed and confirmed, and an updated version of the Road Needs Study report
prepared for Bayham.
4.6 WARNING SIGN INSTALLATION PROGRAM
There are a number of road section recommendations for additional warning signs for curves, steep
slopes, reduced speeds and road endings, etc. In general, the signs and reduced speeds that are
discussed in this report are considered 'warning' signs, rather than 'regulatory' signs. Warning signs
are documented in the Ontario Traffic Manual (OTM) Book 6: Warning Signs. While there needs
to be a technical rationale for sign selection and placement, they are not intended to be regulatory
signs that are to be authorized by Municipal By-law.
A Year 1 review of road warning sign requirements (as per OTM Book 6) is proposed for the
municipality to summarize the various signs needed for bulk ordering and confirm specific sign
placement. Although the Road Needs Study does provide some notes on signage, the Study is not
intended as a comprehensive list of signage requirements. Advisory speed limits for curves will also
need to be determined, using OTM methods. A Year 1 budget estimate is provided.
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4.7 NON-MAINTAINED MUNICIPAL ROADS
There are several Bayham roads that are considered part of the road system but are marked with
signs "Road Not Maintained Use at Own Risk". It is suggested that these roads should be reviewed
and evaluated in more detail during Year 1 and either planned to be upgraded to regular municipal
standards, or closed to through traffic and only used as field access lanes. Review items include:
• traffic counts for the subject roads and adjacent roads
• a cost estimate for road reconstruction (for roads with upgrade potential)
• where applicable, information and cost estimates for road closure (see below)
4.8 ROAD CLOSURES
There are some roads with older bridges, culverts and / or steep slopes that currently require
substantial improvements yet are in Road Class 100 and are below the level of road usage that can
justify the improvement cost. It is recommended that these road sections be reviewed for closure,
taking into account the following criteria:
• The feasibility of resolving existing safety concerns with the road / water crossing
• The cost for road replacement or upgrading to municipal standards
• Project alternatives (see Municipal Class EA alternative solutions as a guide)
• Existing road usage (representative traffic counts are useful)
• Impact on the local community; availability of alternative routes
• Public comments (a notice in accordance with Class EA procedures should be issued)
There are four sections proposed for Engineering Reviews to determine closure feasibility:
• SAND-6 Sandytown Road (curved slope section to culvert)
• SOME-2 Somers Road (Green to Best)
• STEW-2 Stewart Road (start to end of curved slope section)
• WOOD-1 Woodworth Road (Nova Scotia Line to Vienna Line)
Refer to Figure 4-1 for the location of these road sections
Clarke Road (CLAR-2) had also been considered as a closure candidate, as it is currently signed
"Road Not Maintained", but it could provide an alternative route along Lake Erie to Port Burwell.
The Clarke / Lakeshore intersection is further from the current erosion-prone area, which is useful
if erosion problems develop near the Stafford / Lakeshore intersection.
4.9 LAKE ERIE SHORELINE EROSION
A section of Lakeshore Line east of Stafford Road, formerly Elgin Road 42, was closed to traffic
in early 2002 by Elgin County. Elgin Road 42 was relocated to Glen Erie Line and the closed
portion of Lakeshore Line was permanently removed. Lakeshore Line was subsequently transferred
to the Municipality of Bayham. The open portions of Lakeshore Line continue to be used as a local
road. Shoreline erosion has been ongoing, with some new erosion gullies forming, including a large
gully in a former field at the south end of Godby Road. There is also evidence of recent erosion
along the road section LAKE-2, from Stafford Road east. Shoreline stability should be monitored,
as part of LAKE-2 may require closure, as well as the south end of Godby Road (GODB-1). It is
anticipated that the shoreline monitoring methods and criteria for road closure previously used by
Elgin County for Lakeshore Line would still apply.
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4.10 OFFICIAL PLAN MAPPING REVIEW
As outlined in Section 2 of this report (Table 2-1) and in Appendix C, Official Plan Map Schedules
are an important reference to the extent of the local road system. It is suggested that these notes
might be a resource for the next Official Plan review, with regard to the extent of the maintained
municipal road system, and some of the differences between the designated roads in the Official
Plan and the extent of roads documented in this Study.
4.11 CAPITAL BUDGET
Table 4-1 outlines the suggested capital budget for road projects, based on an annual budget of
$650,000., with the budget grouped in the three-year cycles. Upgrades have a focus on the first
two cycles (Years 1-3 and Years 4-6); the Years 7-9 period has a substantial fund available for
special projects, which should include projects that follow from the Year 1-3 engineering reviews.
As noted, costs are preliminary and subject to review and revision as more information becomes
available.
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TABLE 4-1
ROAD IMPROVEMENT BUDGET
Road Budget Item
Budget Estimates (from Appendix B)
Years
1 to 3
Years
4 to 6
Years
7 to 9
Year
10
RURAL AREA (01)
A. Asphalt Roads 102,400 38,500 302,700 7,700
B. Tar and Chip Roads 728,600 1,076,200 119,300 0
C.1 Gravel Roads - Area 1 (north) 275,900 188,700 212,000 187,400
C.2 Gravel Roads - Area 2 (central) 250,500 221,000 233,000 0
C.3 Gravel Roads - Area 3 (south) 262,800 189,200 289,000 0
URBAN AREAS (02 to 07)
02 Straffordville 23,600 0 5,500 122,700
03 Vienna 71,900 16,800 31,900 193,900
04 Port Burwell 98,100 33,100 163,900 0
05-08 Richmond, Eden, Corinth, N. Hall 77,700 2,400 40,600 35,900
ROAD MANAGEMENT
Traffic Monitoring Program (AADT Counts) 21,000 12,000 12,000 12,000
Sign Placement / Speed Advisory Program 11,500
Road Needs Study - Y1 Update 6,000
Road Needs Study - 3 Year Updates 20,000 20,000 20,000 20,000
Special Project Fund 2,100 370,100 20,400
Emergency Road Repair Fund $150,000 150,000 50,000
CAPITAL BUDGET - ROADS $ 1,950,000 1,950,000 1,950,000 650,000
NOTES
1. For Study purposes, the annual Capital Budget for roads is $650,000 ($1,950,000 for 3 years).
2. Budgets for Y1-3 Engineering Reviews are included in the applicable Road Sections.
3. If possible, the objective is to allocate $50,000. for an Emergency Road Repair Fund each year. This was not feasible for the
Year 1-3 period since there are a number of one-time road upgrades.
4. The Y7-9 period has a substantial allocation for Special Projects, which are anticipated to include Road Section upgrades
resulting from the Y1-3 Engineering Reviews.
5. Cost items are summarized from the Road Section budgets in Appendix B. As noted, these are preliminary estimates that will
need to be reviewed and confirmed prior to implementation. All values have been rounded to the nearest $100. Year 10 is the first
year of the next cycle (Y10-12).
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Table 4-2 presents the annual budgets for gravel road upgrades (from Table 4-1), based on the
three-area concept. While this approach will not be feasible for all road sections and upgrade
items, it is intended to show how the road upgrades might be organized within the Rural Area on
a rotating basis. The largest component of these costs is the granular upgrade that is applied to
gravel roads on a three-year cycle.
TABLE 4-2
SUGGESTED GRAVEL ROAD UPGRADE APPROACH
Cycle Year
Budget Estimates (from Appendix B)
Area 1 Area 2 Area 3
Years 1-3
Year 1 275,900
Year 2 250,500
Year 3 262,800
Years 4-6
Year 4 188,700
Year 5 221,000
Year 6 189,200
Years 7-9
Year 7 212,000
Year 8 233,000
Year 9 289,000
Years 10-12 Year 10 187,400
4.12 ROAD SECTIONS FOR FURTHER REVIEW
Table 4-3 is from Appendix B, and summarizes the road sections where further review is
suggested. Some of these are recommendations for and engineering review, and include a cost
allowance in the budget. Others are more information reviews, to determine property and road
allowance boundaries. This list does not include all the sign and advisory speed warnings that are
needed, which are discussed in Recommendation 4.6.
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TABLE 4-3
ROAD SECTIONS - ADDITIONAL REVIEW REQUIRED
Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
01 - BAYHAM RURAL AREA - ASPHALT ROADS
A-ASP
01 LAKE-2
Lakeshore Line
(Stafford to end)
(barrier at closed road)
A-ASP Review: good road but erosion potential is a structural concern;
existing 'Road Closed' sign is within travelled lane
Plan: (RC100) Y1: Eng. Review: shoreline erosion report,
monitoring program; install/move road closure signs, EOR
barriers
Y:100
01 LAKE-3
Lakeshore Line
(Closed Portion to Elgin Rd. 55)
A-ASP Review: good road, erosion potential is a structural concern;
vandalism at road barrier
Plan: (RC100) Y1: Eng. Review: shoreline erosion report,
monitoring program; install/move road closure signs, EOR
barriers
Y:100
01 LAKE-1
Lakeshore Line
(McCord to Stafford)
A-ASP Review: previous County Road; generally good but need to repair
cracks, monitor shoreline erosion near Stafford
Plan: Y1: Eng. Review: shoreline erosion report, monitoring
program; Y1-3: seal cracks with surface coating (seal coat or
microsurface)
Y:1-3
01 - BAYHAM RURAL AREA - GRAVEL ROADS
C-GRA
01 HOWE-2
Howey Line
(Tollgate to Bend Before Plank)
C-GR-1 Review: future plan to fill gully (see Spriet project file); road width
varies, min. 5.0m, widen shoulder, guide rail at culvert, steep
slopes
Plan: Y1-3: widen road to ave. 6.0 m width, install guide rails at
culvert near Tollgate
Y:1-3
01 BANO-3 BR
Bayham Norfolk Boundary
(steep slope to Eden)
C-GR-1 Review: 3MC, 2v; curves, steep side slopes, needs guide rails,
warning signs, further study
Plan: Y1-3: Eng. Review: road widening feasibility, guide rails
locations; Sign Review: additional signage, determine
advisory speed
Y:REV
01 BAYH-4 BR
Bayham Drive
(first curve to end of curves)
C-GR-1 Review: roadside safety concerns on 50%, single lane bridge w. 5
tonne limit
Plan: Y1-3: Eng. Review: road widening feasibility, guide rails
locations; Sign Review: additional signage, determine
advisory speed
Y:REV
01 EDEN-6
Eden Line
(major curve to Bayham Norfolk
Boundary)
C-GR-1 Review: safety concerns with steep side slopes, curves, trees in
shoulders
Plan: Y1-3: Eng. Review: road widening feasibility, guide rails
locations; Sign Review: additional signage, determine
advisory speed
Y:REV
01 SAND-6
Sandytown Road
(curved slope section to culvert)
C-GR-1 Review: culvert replacement likely part of Bayham's 2014 upgrades
(confirm)
Plan: Y1-3: Eng. Review: road closure feasibility; road would be
only available as a field access lane
Y:REV
01 SOME-2
Somers Road
(Green to Best)
C-GR-1 Review: gravel, sand from 200m north of railway; safety visibility
problem at railway
Plan: Y1-3: Eng. Review: road closure feasibility; road would be
only available as a field access lane
Y:REV
SPRIET ASSOCIATES - 2014.09.16 - 213200M02_Project-Report.wpd 41
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 102 of 163
Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
01 SAND-3
Sandytown Road
(Just Past Stewart to upgraded slope)
C-GR-2 Review: sand base, 10% gravel; new road needed
Plan: Y1-3: Eng. Review / Sign Review: prepare upgrade plan /
budget, advisory speed limit, guide rail / sign locations
(special projects budget)
Y:REV
01 STEW-2
Stewart Road
(start to end of curved slope section)
C-GR-2 Review: road closed at top of slope before bridge - bridge not safe;
road slope area eroding
Plan: Y1-3: Eng. Review: road closure feasibility; road would be
only available as a field access lane
Y:REV
01 TOLL-1
Toll Gate Road
(Howey to Black Bridge)
C-GR-2 Review: narrow road, safety concerns with steep, curved slopes and
road shoulder adjacent to creek
Plan: Y1-3: Eng. Review / Sign Review: prepare upgrade plan /
budget, advisory speed limit, guide rail / sign locations
(special projects budget)
Y:REV
01 CLAR-2
Clarke Road
(Glen Erie to Lakeshore)
C-GR-3 Review: narrow gravel / sand road; alt. connection from Lakeshore to
ER 42
Plan: Y1-3: Eng. Review: road reconstruction feasibility; Y7-9:
Review: reconst. road; construct min. 6.5m wide gravel road,
improve drainage
Y:REV
01 WOOD-1
Woodworth Road
(Nova Scotia Line to Vienna Line)
C-GR-3 Review: sand road base, poor drainage; connects Nova Scotia to
Vienna Line
Plan: Y1-3: Eng. Review: road closure feasibility; road would be
only available as a field access lane
Y:REV
02 - STRAFFORVILLE
02 GARN-1
Garner Road
(Heritage to Wardwalk)
A-ASP Review: confirm road allowance width, (if feasible) widen road to
same as Wardwalk (6.4m), with swale, pave
Plan: Y1-3: widen road surface to 6.4m (same as Wardwalk), pave
and create grassed swale; install RNM sign at Wardwalk
(start of farm lane)
Y:1-3
02 FOUR-3
Fourth Street
(Plank west to end)
C-GRA Review: confirm if FOUR-3 is municipal road allowance or private
laneway
Plan: Y1-3: Review: Determine municipal road status; if municipal,
consider extending pavement approx. 40 m, Y7-9: Upgrade
allowance
Y:1-3
03- VIENNA
03 EDIS-2
Edison Drive
(Queen to bridge)
A-ASP Review: old asphalt with numerous small cracks; local access to north
side of Otter Creek, not needed if bridge closed
Plan: Y1-3: Review: delay upgrade until status of County bridge is
determined (future resurfacing cost in Y10+)
Y:REV
03 EDIS-3
Edison Drive
(bridge to end)
A-ASP Review: old asphalt; 40% has surface distress, edge cracking; future
resurfacing needed
Plan: Y1-3: Review: delay upgrade until status of County bridge is
determined (future resurfacing cost in Y10+)
Y:REV
03 WATE-2
Water Street
(King south to Plank)
C-GRA Review: narrow (approx. 4.3m) gravel road along Otter Creek, has
rough areas, minimal drainage (within floodway)
Plan: Y7-9: Potential scenic route / creek park area; reconst. road,
widen to 6.0m, with gran. A/B, double T&C
Y:REV
04 - PORT BURWELL
SPRIET ASSOCIATES - 2014.09.16 - 213200M02_Project-Report.wpd 42
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 103 of 163
Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
04 PITT-1
Pitt Street
(Robinson west to end)
A-ASP Review: access to submarine exhibit parking area; good pavement, a
few cracks; steep slope up to Robinson
Plan: Y7-9: resurface as required; Note: consider future
reconstruction / extension to entrance / road slope if
warranted by tourism / recreation uses
Y:REV
04 PITT-4
Pitt Street
(Strachan to end)
A-ASP Review: uneven wood posts at lake end, no pavement or turn-around;
utility patching, minor cracking in pavement
Plan: Review: property boundaries and feasibility for prop. turn-
around Y1-3: extend asphalt and const. paved turn-around
area, install new steel barrier, EOR check. sign; Y7-9:
resurface as required
Y:U10+
04 FAYE-1
Faye Street
(Libbye to end)
C-GRA Review: cottage access road
Plan: Y7-9: Review municipal road boundary, upgrade base, widen
to 6.0m, surface with double T&C, install EOR checkerboard
sign
Y:REV
04 LIBB-2
Libbye Street
(Park Entrance to end)
C-GRA Review: cottage access road
Plan: Y7-9: Review municipal road boundary, upgrade base, widen
to 6.0m, surface with double T&C, install EOR checkerboard
sign
Y:REV
06 - EDEN
06 GRAY-1
Gray Street
(Plank to end)
A-ASP Review: good pavement, but very narrow surface (approx. 3.8m),
within narrow road allowance (approx. 6m); review
alternatives
Plan: Y1-3: Eng. Review: road widening alts., consider One-Way
streets, extend Gray (two-way) along RR to Eden, widen Gray
to Travis (two-way)
Y:REV
06 TRAV-1
Travis Street
(Gray to Eden)
A-ASP Review: good pavement, but very narrow surface (approx. 3.8m),
within narrow road allowance (approx. 6m); review
alternatives
Plan: Y1-3: Eng. Review: road widening alternatives (with GRAY-1,
cost split for study); consider One-Way streets
Y:REV
SPRIET ASSOCIATES - 2014.09.16 - 213200M02_Project-Report.wpd 43
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 104 of 163
114
OF
32
33 34 35
28 29 30 31 32 33 34 35
101 102 103 104 105 106 107 108
101 102 103 104 105 106 107 108
28 29 30 31 32 33 34 35
1 2 3 4 5
6 7
8 9
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28
1 2 3 4 5
6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
23 24 25 26 27 28
109110
111 112 113
115 116 117 118 119 120 121 122 123 124 125 126 129
128127
130 131 132 133 134 135 136
109110 111 112 113
115 116 117 118 119
120
122121
123 124 125 126 127
129 130128
131 132 133 134 135 136
2 31
4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
23
24 25 26 27
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SOUTH
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A
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OD
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JACKSON LINE
RO
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E
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26 27
99 100
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LAKE ERIE
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E
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RICHMOND
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COLLEGE LINE
GLENCOLIN LINE
TR I LL I U M
R A I L WAY
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GREEN LINE
I
MALAHIDE
TOWNSHIP
PORT BURWELL
PROVINCIAL PARK
BA
R
ZO
RD
.
46
55
38
45
19
55
39
142
19
42
41
19
45
43
43
38
44
46
19
52
50
42
44
SAND-6
CREE-1
SOPE-1
OLDM-1
PRE S-2
GREE-1
BEST-1
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BEST-4
SOME-1
SO
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E
-
2
EDEN-1
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MAPL-1
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K
-2
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-
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LIGH-2
LIGH-1
BALD-1
SHAD-1
PETE-1
HARM-1
OTTG-1
HOWE-2
TOLL-1
TO
L
L
-
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TOLL-7
TUNN-1
TUNN-2
VIEN-1
TO
L
L
-
3
TO
L
L
-
4
TO
L
L
-
5
TO
L
L
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6
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BLAC-1
HOWE-1
MU
R
R
-
1
SC
H
A
-
1
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R
I
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S
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-
1
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BAYH-1
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E
-2
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EL
L
I
-
2
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L
I
-
1
CS
I
N
-
1
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A
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SC
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A
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GO
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1
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CL
A
R
K
E
R
O
A
D
TUNN-3
NORTH
HALL
LIGH-3
NORFOLK
COUNTY
CORINTH
SOUTH-WEST
OXFORD TOWNSHIP
TOWN OF
TILLSONBURG
PORT BURWELL
PETERS COURT
EDEN
BAYHAM
STRAFFORDVILLE
SPRIET ASSOCIATES - 213200M02F04-1 - 2014.09.12 BAYHAM ROAD NEEDS STUDY, MUNICIPALITY OF BAYHAM
BAYHAM RURAL AREA - ROAD UPGRADE PLAN FIGURE 4-1
SEE ENLARGED
MAPS FOR
URBAN AREAS
ROAD NOT MAINTAINED
MUN. ROAD - TAR & CHIP
MUN. ROAD - GRAVEL
ROAD SECTIONS
ELGIN COUNTY ROAD
ROAD WIDTHS SHOWN ARE NOT TO SCALE
MUN. ROAD - ASPHALT
0 KILOMETRES 4
VIENNA
SECT-1 SECT-2
PROVINCIAL HIGHWAY
LANEWAY
BASE MAP: COUNTY OF ELGIN MAPPING.
MAP FEATURES AND SCALE ARE APPROX.
REV
Y1-3
Y7-9
Y10+
ROAD
UPGRADE
PLAN
EST. UPGRADE
TIMING (YEARS)
RATINGS APPLY
TO GENERAL ROAD
CONDITION AT TIME
OF REVIEW.
SEE REPORT
FOR DETAILS.
R
(Y1 REVIEW)
R100
Y1-3
(RD. CLASS 100)
(Y1-3 REVIEW)
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
F O R M E R
S AX
TO
N R
O
A D
Y4-6
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 105 of 163
ARTHUR
MAIN
HESCH
WARDWALK LINE
FIRST
THIRD
FOURTH
FIFTH
SECOND
OL
D
C
HA
P E L
E L G IN
SA
N
D
Y
T
O
W
N
R
O
A
D
DU
K
E
GARNHAM AL
WA
RD
C ANA
D
I AN PAC
I
FIC R AILW
A
Y
C O R R I D OR (T RA C K S R E M OV ED)
WE
S T
WE
S T
S H OR
T
GA
R
N
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R
R
D
.
DONNELLY
STEWA
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D
EA
S T
P L A NK
RO
AD
HERITAGE LINE
38
19
19
38
ROAD NOT MAINTAINED
MUN. ROAD - TAR & CHIP
MUN. ROAD - GRAVEL
ROAD SECTIONS
ELGIN COUNTY ROAD
MUN. ROAD - ASPHALT
SECT-1 SECT-2
PROVINCIAL HIGHWAY
LANEWAY
SPRIET ASSOCIATES - 213200M02F04-2 - 2014.09.11 BAYHAM ROAD NEEDS STUDY, MUNICIPALITY OF BAYHAM
STRAFFORDVILLE - ROAD UPGRADE PLAN
STRAFFORDVILLE
MUNICIPALITY OF BAYHAM
FIGURE 4-2
REV
Y1-3
Y4-6
Y7-9
Y10+
ROAD
UPGRADE
PLAN
EST. UPGRADE
TIMING (YEARS)
RATINGS APPLY
TO GENERAL ROAD
CONDITION AT TIME
OF REVIEW.
SEE REPORT
FOR DETAILS.
R
(Y1 REVIEW)
R100
Y1-3
(RD. CLASS 100)
(Y1-3 REVIEW)
R
R
R
0 METRES 300
E A S T -1
THIR-1
DONN-1
OL
D
C
-1
DU
K E -1
MAIN-1
MAIN-2
EL
G I -1
SA
N
D
-
1
WARD-1
ARTH-1
WEST-1
FIRS-1
SECO-1
S H OR
-
1
FOUR-1
FOUR-2
FOUR-3 FIFT-1
HESC-1
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W
A
-1
GA
R
N
-
1
GHAM-1
SA
N
D
Y
T
O
W
N
R
O
A
D
BASE MAP SOURCE: EAST ELGIN MAPPING
SERVICES - AIR PHOTO MAPPING (TRACED).
MAP FEATURES AND SCALE ARE APPROXIMATE.
ROAD WIDTHS SHOWN ARE NOT TO SCALE
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 106 of 163
PL
A N K
R
O
A D
VIENN
A LINE
W
A
T
E
R
CE
N
T
RE
S
T
R
E
ET
NO
R
T
H
TU NN EL LI NE
PEARL
WAL
NUT
OTTER
F R ON
T
UN
I
O
N
A N N
F UL TON
FULTON
CH E S T NU T
C HA P E L S T R E ET
C H U T E L I NE
QUEEN
COUNTY OF
ELGIN BRIDGE
E
D
IS
O
NEDISO
N
P
I
N
E
S
N
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W
O
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K E
L
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OT TE R CREE
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O TT E R C R E EK
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LIG
HT LIN
E
LIGH-3
LIGH-
2
OL D M ILL L IN E
S O P E R
R
OA
D
S O P E-
1
O L D M-1
CE
N
T
-
1
VIEN-2
VIEN-3
0 METRES 400
19
19
41
SPRIET ASSOCIATES - 213200M02F04-3 - 2014.09.09 BAYHAM ROAD NEEDS STUDY, MUNICIPALITY OF BAYHAM
VIENNA
MUNICIPALITY
OF
BAYHAM
FIGURE 4-3 VIENNA - ROAD UPGRADE PLAN
REV
Y1-3
Y4-6
Y7-9
Y10+
ROAD
UPGRADE
PLAN
EST. UPGRADE
TIMING (YEARS)
RATINGS APPLY
TO GENERAL ROAD
CONDITION AT TIME
OF REVIEW.
SEE REPORT
FOR DETAILS.
R
(Y1 REVIEW)
R100
Y1-3
(RD. CLASS 100)
(Y1-3 REVIEW)
R
ROAD NOT MAINTAINED
MUN. ROAD - TAR & CHIP
MUN. ROAD - GRAVEL
ROAD SECTIONS
ELGIN COUNTY ROAD
MUN. ROAD - ASPHALT
SECT-1 SECT-2
PROVINCIAL HIGHWAY
LANEWAY
FULT-1
A N N S-1
CE
N
T
-
2
C HAP-1
C H AP -2
CHU T-1
C H E S-1
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E
D
IS-
2
E
D
IS
-1
E
L
M
S
-
1
FR
O N -1
QUEE-1
P
I
N
E
-
1
S
N
O
W
-
1
OTTE-1
PEAR-1
WALN
-1
KING-1
WATE-1
O
A
K
S
-
1
UN
I
O
-
1
NO
R T -1
WATE-2
R
R
R
BASE MAP SOURCE: EAST ELGIN MAPPING
SERVICES - AIR PHOTO MAPPING (TRACED).
MAP FEATURES AND SCALE ARE APPROXIMATE.
ROAD WIDTHS SHOWN ARE NOT TO SCALE
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 107 of 163
SOUTHEY
A DD
I
S ON
ST
R
EE
T
VI
C
T
O
R
I
A
R O B IN
SO
N
R OBI
N
SO
N
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T
H
E R IE
U S
ER
IE
US
ST
R A CH
A
N
M I LT
O N
SH
A
K
E SP
E AR
E
BO
D
S
W
O
R
T
H
MACNEIL
Mc
C
O
R
D
WELLINGTON
LAKES
H
ORE
WE
L
L
I
NGT
ON
WATERLOO
NEWTON
PITT
H AG ERM AN
BROCK
WILLIAM
H
U
R
L
E
Y
FAYE
LIBBYE
BURWELL HANNAH
TENNYSON
SOUTHEY
COWPER
HOMER
CH
A
T
H
A
M
S
T
R
E
E
T
B
R
I
D
G
E
S
T
R
E
E
T
C RE E K
VALLEY
LANE
LAKE
ERIE
O T T E R
PORT BURWELL
PROVINCIAL PARK
PORT BURWELL
PROVINCIAL PARK
SPRIET ASSOCIATES - 213200M02F04-4 - 2014.09.14 BAYHAM ROAD NEEDS STUDY, MUNICIPALITY OF BAYHAM
PIT
T
SUB
M A RI N E R S WAYSUBM-1
42
39
19
19
50
142
PORT BURWELL
MUNICIPALITY OF BAYHAM
FIGURE 4-4
0 METRES 400
MI
L
T
-
1
MI
L
T
-
1
MI
L
T
-
2
HOME-1
COWP-1
SOUT-1
TENN-1
BURW-1
LIBB-1
LIBB-2
FAYE-1
H
U
R
L
-
1
A D D I-
2
WATL-1
WELL-2
WELL-1
PITT-1
BROC-1
PITT-2
PITT-3
PIT
T-4
ER
I
E
-
1
ST
R
A-
1
SH
A
K
-1
NEWT-1
AD
D
I
-1
WILL-1
MACN-1
HANN-1
S T R A -2
ST
R
A
-3
RO
B I -1
E L I Z-2
E L IZ
-1
S TR
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-4
BO
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VI
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AD
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-3
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BROC-2 R
R
R
R
BASE MAP SOURCE: EAST ELGIN MAPPING
SERVICES - AIR PHOTO MAPPING (TRACED).
MAP FEATURES AND SCALE ARE APPROXIMATE.
ROAD WIDTHS SHOWN ARE NOT TO SCALE
ROAD NOT MAINTAINED
MUN. ROAD - TAR & CHIP
MUN. ROAD - GRAVEL
ROAD SECTIONS
ELGIN COUNTY ROAD
MUN. ROAD - ASPHALT
SECT-1 SECT-2
PROVINCIAL HIGHWAY
LANEWAY
REV
Y1-3
Y4-6
Y7-9
Y10+
ROAD
UPGRADE
PLAN
EST. UPGRADE
TIMING (YEARS)
RATINGS APPLY
TO GENERAL ROAD
CONDITION AT TIME
OF REVIEW.
SEE REPORT
FOR DETAILS.
R
(Y1 REVIEW)
R100
Y1-3
(RD. CLASS 100)
(Y1-3 REVIEW)
R
PORT BURWELL - ROAD UPGRADE PLAN
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 108 of 163
JAMES S
T.
HE
RITAG
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LINE
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RIT
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LINE
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ER VA
L L EY R OAD
RICH M O N D RD.
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38
38
43
RICHMOND
MUNICIPALITY OF BAYHAM
SPRIET ASSOCIATES - 213200M02F04-5 - 2014.09.11 BAYHAM ROAD NEEDS STUDY, MUNICIPALITY OF BAYHAM
FIGURE 4-5
ROAD NOT MAINTAINED
MUN. ROAD - TAR & CHIP
MUN. ROAD - GRAVEL
ROAD SECTIONS
ELGIN COUNTY ROAD
MUN. ROAD - ASPHALT
SECT-1 SECT-2
PROVINCIAL HIGHWAY
LANEWAY
REV
Y1-3
Y4-6
Y7-9
Y10+
ROAD
UPGRADE
PLAN
EST. UPGRADE
TIMING (YEARS)
RATINGS APPLY
TO GENERAL ROAD
CONDITION AT TIME
OF REVIEW.
SEE REPORT
FOR DETAILS.
R
(Y1 REVIEW)
R100
Y1-3
(RD. CLASS 100)
(Y1-3 REVIEW)
R
RICHMOND - ROAD UPGRADE PLAN
0 METRES 300
H O OV-1
C
H
U
R
-1
J
O
H
N
-
1
RIC H -1
J A M S-1
BASE MAP SOURCE: EAST ELGIN MAPPING
SERVICES - AIR PHOTO MAPPING (TRACED).
MAP FEATURES AND SCALE ARE APPROXIMATE.
ROAD WIDTHS SHOWN ARE NOT TO SCALE
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 109 of 163
19
19
44
EDEN
MUNICIPALITY OF BAYHAM
EDEN LINE
P LA
N
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R
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RI
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-
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EDEN LINE
GRAY STREET
T RA
V I S
S
T.
SPRIET ASSOCIATES - 213200M02F04-6 - 2014.09.11 BAYHAM ROAD NEEDS STUDY, MUNICIPALITY OF BAYHAM
FIGURE 4-6
EDEN-2
EDEN-3
EDEN-4TR
A
V
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GRAY-1
C AN
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I A N P A C I F I C
R A ILW
A
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(
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R A C K RE
M
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V
E D)
ROAD NOT MAINTAINED
MUN. ROAD - TAR & CHIP
MUN. ROAD - GRAVEL
ROAD SECTIONS
ELGIN COUNTY ROAD
MUN. ROAD - ASPHALT
SECT-1 SECT-2
PROVINCIAL HIGHWAY
LANEWAY
REV
Y1-3
Y4-6
Y7-9
Y10+
ROAD
UPGRADE
PLAN
EST. UPGRADE
TIMING (YEARS)
RATINGS APPLY
TO GENERAL ROAD
CONDITION AT TIME
OF REVIEW.
SEE REPORT
FOR DETAILS.
R
(Y1 REVIEW)
R100
Y1-3
(RD. CLASS 100)
(Y1-3 REVIEW)
R
0 METRES 300
R
R
BASE MAP SOURCE: EAST ELGIN MAPPING
SERVICES - AIR PHOTO MAPPING (TRACED).
MAP FEATURES AND SCALE ARE APPROXIMATE.
ROAD WIDTHS SHOWN ARE NOT TO SCALE
EDEN - ROAD UPGRADE PLAN
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 110 of 163
C U L LO
D E N
R OA
D
T RILL I U M R AI L WAY
BEST LINE
BEST LINE
GE
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BEST-3
BEST-4
BEST-1
BEST-2
GE
O
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CORINTH
MUNICIPALITY OF BAYHAM
SPRIET ASSOCIATES - 213200M02F04-7 - 2014.09.11 BAYHAM ROAD NEEDS STUDY, MUNICIPALITY OF BAYHAM
FIGURE 4-7
0 METRES 300
BASE MAP SOURCE: EAST ELGIN MAPPING
SERVICES - AIR PHOTO MAPPING (TRACED).
MAP FEATURES AND SCALE ARE APPROXIMATE.
ROAD WIDTHS SHOWN ARE NOT TO SCALE
ROAD NOT MAINTAINED
MUN. ROAD - TAR & CHIP
MUN. ROAD - GRAVEL
ROAD SECTIONS
ELGIN COUNTY ROAD
MUN. ROAD - ASPHALT
SECT-1 SECT-2
PROVINCIAL HIGHWAY
LANEWAY
REV
Y1-3
Y4-6
Y7-9
Y10+
ROAD
UPGRADE
PLAN
EST. UPGRADE
TIMING (YEARS)
RATINGS APPLY
TO GENERAL ROAD
CONDITION AT TIME
OF REVIEW.
SEE REPORT
FOR DETAILS.
R
(Y1 REVIEW)
R100
Y1-3
(RD. CLASS 100)
(Y1-3 REVIEW)
R
CORINTH - ROAD UPGRADE PLAN
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 111 of 163
BAYHAM ROAD NEEDS STUDY 2014 PROJECT REPORT
Municipality of Bayham
APPENDICES
A.ROAD SECTION LIST.......................................................A-1
B.ROAD SECTIONS - UPGRADE PLANS AND BUDGET ESTIMATES..................B-1
C.ROAD SYSTEM REVIEW - BAYHAM OFFICIAL PLAN............................C-1
Figure C-1 Schedule 'A1' Land Use
Figure C-2 Schedule 'B' Straffordville
Figure C-3 Schedule 'C' Vienna
Figure C-4 Schedule 'D' Port Burwell
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 112 of 163
APPEN DIX A
R OAD SEC TIO N LIS T
(Listed in Alphabetical Order by Road Section Code)See Notes at end
Road Section Code and Name
(Description)
BR - Boundary Road
Asset
CODE
Sect.
Length
(km)
Lane
Count
Lane
Length
(km)
Est.
Width
(m)
Road
Surface
CODE
Est.
Traffic
(AADT)
Est.
Road
Class
Condition
Rating
CODE
Est.
Budget
(Years 1-10)
01 - RURAL BAYHAM AREA
01 BALD-1
Baldwin Line (Maple Grove to end)
25057 0.7 2 1.4 6.4 C-GR-1 30e 100 Y:100 $36,864
01 BALL-1
Ball Line (Stewart to end)
25059 0.2 2 0.4 4.9 C-GR-2 nc 100 Y:100 $9,601
01 BANO-1 BR
Bayham Norfolk Boundary (Plank (ER 19) to Goshen)
25002 1.1 1 1.1 6.8 B-T&C 40e 200 Y:U10+$500
01 BANO-2 BR
Bayham Norfolk Boundary (Goshen to steep slope / curve)
25003 1.3 1 1.3 6.8 C-GR-1 30e 200 Y:1-3 $33,324
01 BANO-3 BR
Bayham Norfolk Boundary (steep slope to Eden)
0.5 1 0.5 7.0 C-GR-1 10e 200 Y:REV $17,740
01 BANO-4 BR
Bayham Norfolk Boundary Road (Eden to Heritage Line)
25004 3.9 1 3.9 6.8 B-T&C 30e 200 Y:4-6 $56,090
01 BAYH-1 BR
Bayham Drive (Pressey to railway track)
25038 0.6 1 0.6 7.6 A-ASP 1956c 500 Y:7-9 $28,869
01 BAYH-2 BR
Bayham Drive (Railway track to Talbot)
25037 0.4 1 0.4 7.4 A-ASP nc 500 Y:U10+$0
01 BAYH-3 BR
Bayham Drive (Talbot to first curve)
0.7 1 0.7 6.8 C-GR-1 nc 200 Y:1-3 $17,576
01 BAYH-4 BR
Bayham Drive (first curve to end of curves)
25036 2.2 1 2.2 6.8 C-GR-1 20e 200 Y:REV $59,454
01 BAYH-5 BR
Bayham Drive (end of curves to Carson)
1.1 1 1.1 6.8 C-GR-1 20e 200 Y:1-3 $27,477
01 BEAT-1
Beattie Road (Heritage to camp)
25060 1.4 2 2.8 5.3 C-GR-2 30e 200 Y:1-3 $40,513
01 BEAT-2
Beattie Road (camp to end)
25061 0.5 2 1.0 5.5 C-GR-2 nc 100 Y:100 $15,015
SPRIET ASSOCIATES - 2014.09.16 - 213200MA01_Appendix-A.wpd A-1
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Road Section Code and Name
(Description)
BR - Boundary Road
Asset
CODE
Sect.
Length
(km)
Lane
Count
Lane
Length
(km)
Est.
Width
(m)
Road
Surface
CODE
Est.
Traffic
(AADT)
Est.
Road
Class
Condition
Rating
CODE
Est.
Budget
(Years 1-10)
01 BEST-1
Best Line (Springer Hill to west side of Lot 5, Con. 9 (before George))
25029 1.6 2 3.2 7.0 B-T&C 400e 400 Y:1-3 $139,776
01 BEST-4
Best Line (end of Corinth urban area to Talbot)
25030 3.0 2 6.0 6.7 B-T&C 200e 300 Y:U10+$0
01 BEST-5
Best Line (Talbot to end)
25031 0.3 2 0.6 4.6 C-GR-1 30e 100 Y:100 $16,761
01 BLAC-1
Black Bridge Line (Plank to Tollgate)
25018 0.5 2 1.0 6.4 C-GR-2 20e 200 Y:1-3 $17,872
01 BOGU-1
Bogus Road (Calton to Light)
25082 1.9 2 3.8 7.3 B-T&C 102c 200 Y:U10+$0
01 BROW-1
Brown Road (Vienna to Nova Scotia)
25093 2.4 2 4.8 6.2 B-T&C 410c 400 Y:4-6 $62,942
01 CARS-1
Carson Line (Plank to Talbot)
25001 4.5 2 9.0 7.0 B-T&C 205c 300 Y:1-3 $135,845
01 CHUT-2
Chute Line (Just past Chapel to Tollgate)
25022 1.7 2 3.4 7.4 C-GR-3 110e 200 Y:1-3 $68,687
01 CLAR-1
Clarke Road (Tunnel to Glen Erie)
25094 2.1 2 4.2 5.0 C-GR-3 20e 200 Y:1-3 $67,330
01 CLAR-2
Clarke Road (Glen Erie to Lakeshore)
1.3 2 2.6 5.0 C-GR-3 10e 100 Y:REV $131,790
01 CLEA-1
Clearview Drive (Bayham Drive to end)
25039 0.1 2 0.2 7.6 C-GR-1 nc 200 Y:1-3 $15,840
01 COYL-1
Coyle Road (Jackson to Heritage)
25073 4.0 2 8.0 7.0 C-GR-2 60e 200 Y:1-3 $152,880
01 COYL-2
Coyle Road (Heritage to Vincent)
25075 2.3 2 4.6 6.7 B-T&C 49c 200 Y:7-9 $65,684
01 COYL-3
Coyle Road (Vincent to Bayham Norfolk Boundary)
25074 1.6 2 3.2 7.0 B-T&C 98c 200 Y:U10+$1,500
01 CREE-1
Creek Road (Light to end)
25087 0.5 2 1.0 4.5 C-GR-3 20e 100 Y:100 $17,285
01 CSIN-1
Csinos Road (Lakeshore to end)
25101 0.5 2 1.0 5.0 C-GR-3 56c 100 Y:100 $17,900
SPRIET ASSOCIATES - 2014.09.16 - 213200MA01_Appendix-A.wpd A-2
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Road Section Code and Name
(Description)
BR - Boundary Road
Asset
CODE
Sect.
Length
(km)
Lane
Count
Lane
Length
(km)
Est.
Width
(m)
Road
Surface
CODE
Est.
Traffic
(AADT)
Est.
Road
Class
Condition
Rating
CODE
Est.
Budget
(Years 1-10)
01 DENN-1
Dennis Road (Calton to end)
25081 0.9 2 1.8 5.0 C-GR-3 40e 100 Y:100 $35,490
01 EDEN-1
Eden Line (Springerhill to Culloden)
25006 2.1 2 4.2 6.6 B-T&C 170e 200 Y:1-3 $58,628
01 EDEN-4
Eden Line (Ridge to Schafer)
25008 0.4 2 0.8 6.7 A-ASP 30e 200 Y:4-6 $11,336
01 EDEN-5
Eden Line (Schafer to major curve)
25009 0.8 2 1.6 7.0 C-GR-1 20e 200 Y:1-3 $40,768
01 EDEN-6
Eden Line (major curve to Bayham Norfolk Boundary)
0.4 2 0.8 7.0 C-GR-1 10e 200 Y:REV $25,384
01 ELLI-1
Elliot Road (Green to Talbot)
25042 1.1 2 2.2 7.5 B-T&C 283c 300 Y:4-6 $34,898
01 ELLI-2
Elliot Road (Pressey to Green)
25043 1.1 2 2.2 7.5 B-T&C 257c 300 Y:4-6 $34,898
01 GODB-1
Godby Road (Glen Erie south to end (closed at Lakeshore))
1.5 2 3.0 5.8 C-GR-3 40e 100 Y:100 $54,002
01 GODB-2
Godby Road (Glen Erie to Tunnel Line)
25095 2.1 2 4.2 6.2 C-GR-3 60e 200 Y:1-3 $83,189
01 GODB-3
Godby Road (Tunnel Line north to end)
0.4 2 0.8 6.0 C-GR-3 20e 100 Y:100 $30,254
01 GOSH-1
Goshen Road (Bayham Norfolk Boundary to Schafer)
25102 0.4 2 0.8 6.4 B-T&C nc 200 Y:4-6 $10,829
01 GREE-1
Green Line (Pressey to Talbot)
25040 4.2 2 8.4 6.7 B-T&C 257c 300 Y:U10+$2,500
01 GREE-2
Green Line (Talbot to end)
25041 0.4 2 0.8 6.0 B-T&C nc 200 Y:4-6 $10,152
01 GREG-1
Gregson Road (Jackson to end)
25078 1.9 2 3.8 6.4 C-GR-2 30e 100 Y:100 $71,144
01 HARM-1
Harmony Acres Line (Springer Hill to end)
25053 0.6 2 1.2 6.4 C-GR-1 40e 100 Y:100 $27,955
01 HOWE-1
Howey Line (Coyle to Tollgate)
25015 1.8 2 3.6 5.5 C-GR-1 49c 200 Y:1-3 $84,622
SPRIET ASSOCIATES - 2014.09.16 - 213200MA01_Appendix-A.wpd A-3
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Road Section Code and Name
(Description)
BR - Boundary Road
Asset
CODE
Sect.
Length
(km)
Lane
Count
Lane
Length
(km)
Est.
Width
(m)
Road
Surface
CODE
Est.
Traffic
(AADT)
Est.
Road
Class
Condition
Rating
CODE
Est.
Budget
(Years 1-10)
01 HOWE-2
Howey Line (Tollgate to Bend Before Plank)
25016 0.8 2 1.6 5.0 C-GR-1 20e 200 Y:1-3 $65,420
01 HOWE-3
Howey Line (Bend Before Plank to Plank)
25017 0.3 2 0.6 6.7 C-GR-1 40e 200 Y:1-3 $14,883
01 JACK-1
Jackson Line (Plank (ER 19) to ER 55)
25020 5.6 2 11.2 7.0 B-T&C 356c 300 Y:U10+$0
01 JACK-2
Jackson Line (Plank to approx. 230m before Beattie)
25019 3.9 2 7.8 7.0 B-T&C 227c 300 Y:U10+$0
01 JACK-3
Jackson Line (approx. 230m before Beattie to end)
0.5 2 1.0 6.6 C-GR-2 30e 100 Y:100 $22,268
01 JAME-1
James Line (Richmond to end)
25035 2.0 2 4.0 6.7 C-GR-3 40e 100 Y:100 $77,614
01 LAKE-1
Lakeshore Line (McCord to Stafford)
25100 3.0 2 6.0 6.5 A-ASP 252c 300 Y:1-3 $99,152
01 LAKE-2
Lakeshore Line (Stafford to end (barrier at closed road))
1.4 2 2.8 6.5 A-ASP 20e 100 Y:100 $21,000
01 LAKE-3
Lakeshore Line (Closed Portion to Elgin Rd. 55)
0.6 2 1.2 6.2 A-ASP 20e 100 Y:100 $21,000
01 LAME-1
Lamers Line (Tollgate to Elgin Rd 55)
25077 3.5 2 7.0 7.2 B-T&C 60e 200 Y:U10+$0
01 LIGH-1
Light Line (Elgin Rd 55 to Tollgate)
25083 3.5 2 7.0 7.2 B-T&C 356c 300 Y:U10+$0
01 LIGH-2
Light Line (Tollgate to Plank)
25084 2.1 2 4.2 7.2 B-T&C 152c 200 Y:U10+$0
01 LIGH-3
Light Line (Plank to Bogus)
25085 0.9 2 1.8 7.2 B-T&C 206c 200 Y:4-6 $28,610
01 LIGH-4
Light Line (Bogus to end)
25086 1.5 2 3.0 7.2 B-T&C 103c 200 Y:4-6 $45,684
01 MAPL-1
Maple Grove Line (Plank to Baldwin)
25013 2.2 2 4.4 6.4 B-T&C 440c 400 Y:1-3 $83,353
01 MAPL-2
Maple Grove Line (Baldwin to Heritage)
25014 3.5 2 7.0 6.7 B-T&C 120e 400 Y:1-3 $138,824
SPRIET ASSOCIATES - 2014.09.16 - 213200MA01_Appendix-A.wpd A-4
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Road Section Code and Name
(Description)
BR - Boundary Road
Asset
CODE
Sect.
Length
(km)
Lane
Count
Lane
Length
(km)
Est.
Width
(m)
Road
Surface
CODE
Est.
Traffic
(AADT)
Est.
Road
Class
Condition
Rating
CODE
Est.
Budget
(Years 1-10)
01 MCQU-1
McQuiggan Line (Woodworth to end)
25091 1.3 2 2.6 6.0 C-GR-3 30 100 Y:100 $47,038
01 MITC-1
Mitchell Road (Heritage to Jackson)
25193 2.5 2 5.0 8.5 B-T&C 98c 200 Y:4-6 $89,888
01 MITC-2
Mitchell Road (Jackson to Calton)
25063 2.0 2 4.0 6.5 C-GR-2 10e 200 Y:1-3 $77,980
01 MURR-1
Murray Road (Talbot to Eden)
25197 2.0 2 4.0 6.4 B-T&C 30e 200 Y:7-9 $54,144
01 ORAN-1
Orange Hall Road (Bayham Norfolk Boundary Road to mun. boundary)
0.2 2 0.4 7.0 B-T&C 200 Y:4-6 $8,922
01 ORCH-1
Orchard Line (Nova Scotia to Brown)
25097 0.5 2 1.0 6.8 B-T&C nc 200 Y:4-6 $14,382
01 ORCH-2
Orchard Line (Brown to end)
25098 0.3 2 0.6 5.2 C-GR-3 10e 100 Y:100 $10,018
01 OTTG-1
Ottergate Line (Talbot Line to west end)
0.1 2 0.2 5.0 C-GR-2 20e 100 Y:100 $2,980
01 OTTG-2
Ottergate Line (Culloden to Talbot Line)
25033 0.8 2 1.6 6.6 B-T&C 30e 200 Y:U10+$0
01 OTTG-3
Ottergate Line (Culloden to East end)
25190 1.8 2 3.6 6.4 B-T&C 80e 200 Y:U10+$250
01 OW LC-1
Owl Cage Road (Jackson to Calton)
25080 0.4 2 0.8 6.1 C-GR-2 40e 100 Y:100 $18,422
01 PRES-1 BR
Pressey Line (Springer Hill to Culloden)
25027 2.0 1 2.0 7.0 B-T&C 1569c 500 Y:4-6 $41,440
01 PRES-2 BR
Pressey Line (Culloden to Bayham Drive)
25028 6.0 1 6.0 7.5 A-ASP 2111c 600 Y:7-9 $259,692
01 RICH-2 BR
Richmond Road (South of Nova Scotia Line)
1.7 1 1.7 6.0 C-GR-3 10e 100 Y:100 $55,942
01 RIDG-1
Ridge Line (Plank to Eden)
25012 2.4 2 4.8 6.1 C-GR-1 120e 200 Y:1-3 $107,079
01 SAND-2
Sandytown Road (Heritage to Just Past Stewart)
25054 0.6 2 1.2 7.8 B-T&C 110e 200 Y:4-6 $19,796
SPRIET ASSOCIATES - 2014.09.16 - 213200MA01_Appendix-A.wpd A-5
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Road Section Code and Name
(Description)
BR - Boundary Road
Asset
CODE
Sect.
Length
(km)
Lane
Count
Lane
Length
(km)
Est.
Width
(m)
Road
Surface
CODE
Est.
Traffic
(AADT)
Est.
Road
Class
Condition
Rating
CODE
Est.
Budget
(Years 1-10)
01 SAND-3
Sandytown Road (Just Past Stewart to upgraded slope)
25055 0.9 2 1.8 5.0 C-GR-2 nc 200 Y:REV $29,570
01 SAND-4
Sandytown Road (upgraded slope to Maple Grove)
1.9 2 3.8 5.0 C-GR-2 40e 200 Y:1-3 $51,870
01 SAND-5
Sandytown Road (Maple Grove to curved slope section)
25056 1.5 2 3.0 5.6 C-GR-1 60e 200 Y:1-3 $65,152
01 SAND-6
Sandytown Road (curved slope section to culvert)
0.5 2 1.0 5.6 C-GR-1 10e 200 Y:REV $25,384
01 SAND-7
Sandytown Road (Sandytown Road - culvert to Eden)
0.1 2 0.2 5.6 C-GR-1 10e 200 Y:1-3 $8,077
01 SCHA-1
Schafer Road (Eden to Goshen)
25010 0.9 2 1.8 6.7 B-T&C 20e 200 Y:1-3 $25,507
01 SCHA-2
Schafer Road (Goshen to Bayham Norfolk Boundary)
25011 0.8 2 1.6 7.0 B-T&C 50e 200 Y:4-6 $23,688
01 SHAD-1
Shady Lane (Culloden to end)
25032 0.4 2 0.8 6.0 A-ASP 80e 200 Y:4-6 $10,152
01 SOME-1
Somers Road (Pressey to Green)
25045 0.3 2 0.6 5.5 C-GR-1 nc 200 Y:1-3 $12,012
01 SOME-2
Somers Road (Green to Best)
25046 2.1 2 4.2 4.6 C-GR-1 10e 100 Y:REV $75,325
01 SOME-3
Somers Road (Best to Talbot)
25047 1.2 2 2.4 6.7 B-T&C 152c 200 Y:U10+$0
01 SOME-4
Somers Road (Talbot to Eden)
25048 0.9 2 1.8 5.5 C-GR-1 51c 200 Y:1-3 $36,036
01 SOME-5
Somers Road (Eden to end)
25049 1.3 2 2.6 4.9 C-GR-1 50e 200 Y:1-3 $50,874
01 SPRI-1 BR
Springer Hill Road (Heritage Line to end)
25050 0.4 1 0.4 5.0 C-GR-2 20e 100 Y:100 $5,460
01 SPRI-2 BR
Springer Hill Road (Heritage to Glencolin)
25051 2.6 1 2.6 6.8 B-T&C 335c 300 Y:U10+$0
01 SPRI-3 BR
Springer Hill Road (Glencolin to Pressey)
25052 4.5 1 4.5 7.0 B-T&C 224c 300 Y:1-3 $133,245
SPRIET ASSOCIATES - 2014.09.16 - 213200MA01_Appendix-A.wpd A-6
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Road Section Code and Name
(Description)
BR - Boundary Road
Asset
CODE
Sect.
Length
(km)
Lane
Count
Lane
Length
(km)
Est.
Width
(m)
Road
Surface
CODE
Est.
Traffic
(AADT)
Est.
Road
Class
Condition
Rating
CODE
Est.
Budget
(Years 1-10)
01 STAF-1
Stafford Road (Lakeshore to Glen Erie)
25099 1.3 2 2.6 8.5 B-T&C 280c 300 Y:4-6 $93,483
01 STEW -1
Stewart Road (Maple Grove to curved slope section)
25058 1.5 2 3.0 5.5 C-GR-2 40e 200 Y:1-3 $45,545
01 STEW -2
Stewart Road (start to end of curved slope section)
0.4 2 0.8 5.5 C-GR-2 nc 200 Y:REV $17,012
01 STEW -3
Stewart Road (end of curved slope section to Sandytown)
1.1 2 2.2 5.5 C-GR-2 40e 200 Y:1-3 $33,033
01 TEAL-1
Teall Nevill (Plank to Glen Erie)
25026 1.7 2 3.4 7.0 B-T&C 154c 200 Y:4-6 $50,337
01 TOLL-1
Toll Gate Road (Howey to Black Bridge)
25066 0.6 2 1.2 5.0 C-GR-2 20e 200 Y:REV $21,380
01 TOLL-2
Toll Gate Road (Black Bridge to Heritage)
25067 2.0 2 4.0 6.6 C-GR-2 98c 200 Y:1-3 $72,072
01 TOLL-3
Toll Gate Road (Heritage to Jackson)
25068 2.7 2 5.4 7.0 B-T&C 244c 200 Y:4-6 $79,947
01 TOLL-4
Toll Gate Road (Jackson to Calton)
25069 2.1 2 4.2 7.0 B-T&C 102c 200 Y:4-6 $62,181
01 TOLL-5
Toll Gate Road (Calton to Light)
25070 2.0 2 4.0 6.3 B-T&C 102c 200 Y:4-6 $53,298
01 TOLL-6
Toll Gate Road (Light to Tunnel)
25196 2.1 2 4.2 7.4 B-T&C 182c 200 Y:4-6 $65,734
01 TOLL-7
Toll Gate Road (Tunnel to end)
25072 0.3 1 0.3 3.7 C-GR-3 nc 100 Y:100 $12,461
01 TUNN-1
Tunnel Line (Cty Rd 55 to Godby)
25023 1.3 2 2.6 7.0 B-T&C 80e 200 Y:7-9 $0
01 TUNN-2
Tunnel Line (Godby to Tollgate)
25024 2.2 2 4.4 7.2 B-T&C 80e 200 Y:7-9 $0
01 TUNN-3
Tunnel Line (Tollgate to Plank)
25025 2.1 2 4.2 7.2 B-T&C 264c 300 Y:7-9 $0
01 VIEN-1
Vienna Line (Richmond to Brown)
25088 4.3 2 8.6 6.7 B-T&C 469c 400 Y:4-6 $121,866
SPRIET ASSOCIATES - 2014.09.16 - 213200MA01_Appendix-A.wpd A-7
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Road Section Code and Name
(Description)
BR - Boundary Road
Asset
CODE
Sect.
Length
(km)
Lane
Count
Lane
Length
(km)
Est.
Width
(m)
Road
Surface
CODE
Est.
Traffic
(AADT)
Est.
Road
Class
Condition
Rating
CODE
Est.
Budget
(Years 1-10)
01 VIEN-2
Vienna Line (Brown to Centre Street)
25089 1.1 2 2.2 6.5 B-T&C 293c 300 Y:4-6 $35,738
01 VIEN-3
Vienna Line (Centre Street to end)
25090 0.1 2 0.2 6.5 B-T&C 10e 100 Y:100 $0
01 VINC-1
Vincent Line (Coyle to Bayham Norfolk Boundary)
25076 1.3 2 2.6 7.2 B-T&C 10e 200 Y:4-6 $39,593
01 W OOD-1
W oodworth Road (Nova Scotia Line to Vienna Line)
25092 2.0 2 4.0 6.1 C-GR-3 nc 100 Y:REV $5,000
01 W OOD-2
W oodworth Road (Vienna Line to McQuiggan Line)
0.9 2 1.8 5.5 C-GR-3 nc 200 Y:1-3 $27,027
02 - STRAFFORDVILLE
02 ALW A-1
Alward Street (Heritage to end)
25126 0.2 2 0.4 6.7 A-ASP LR Y:U10+$5,668
02 ARTH-1
Arthur Street (Plank to end)
25127 0.1 2 0.2 6.7 A-ASP LR Y:U10+$2,834
02 DONN-1
Donnelly Drive (Duke to Old Chapel)
25123 0.1 2 0.2 6.7 A-ASP LR Y:U10+$2,834
02 DUKE-1
Duke Street (Heritage to Donnelly)
25128 0.1 2 0.2 6.7 A-ASP LR Y:U10+$2,834
02 EAST-1
East Street (Main to First)
25118 0.2 2 0.4 6.7 A-ASP LR Y:U10+$5,668
02 ELGI-1
Elgin Street (Third to end)
25187 0.1 2 0.2 6.7 A-ASP LR Y:U10+$2,834
02 FIFT-1
Fifth Street (Plank to end)
25112 0.2 2 0.4 7.0 A-ASP LR Y:U10+$6,172
02 FIRS-1
First Street (Plank to CPR Corridor)
25115 0.3 2 0.6 6.7 A-ASP LR Y:U10+$8,502
02 FOUR-1
Fourth Street (CPR Corridor to Short)
25113 0.2 2 0.4 6.7 A-ASP LR Y:U10+$5,668
02 FOUR-2
Fourth Street (Short to Plank)
25113 0.1 2 0.2 6.7 A-ASP LR Y:U10+$2,834
SPRIET ASSOCIATES - 2014.09.16 - 213200MA01_Appendix-A.wpd A-8
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Road Section Code and Name
(Description)
BR - Boundary Road
Asset
CODE
Sect.
Length
(km)
Lane
Count
Lane
Length
(km)
Est.
Width
(m)
Road
Surface
CODE
Est.
Traffic
(AADT)
Est.
Road
Class
Condition
Rating
CODE
Est.
Budget
(Years 1-10)
02 FOUR-3
Fourth Street (Plank west to end)
0.1 2 0.2 6.7 C-GRA LR Y:1-3 $5,529
02 GARN-1
Garner Road (Heritage to W ardwalk)
25064 0.1 2 0.2 4.6 A-ASP LR Y:1-3 $8,000
02 GHAM-1
Garnham Street (Heritage to Hesch)
25125 0.3 2 0.6 6.7 A-ASP LR Y:U10+$8,752
02 HESC-1
Hesch Street (east end to west end at school)
25124 0.1 2 0.2 6.7 A-ASP LR Y:U10+$3,284
02 MAIN-1
Main Street (Old Chapel to Plank)
25116 0.4 2 0.8 6.7 A-ASP LR Y:U10+$11,336
02 MAIN-2
Main Street (Plank to East)
0.2 2 0.4 6.7 A-ASP LR Y:U10+$5,668
02 OLDC-1
Old Chapel Street (Main to Donnelly)
25122 0.2 2 0.4 6.7 A-ASP LR Y:U10+$5,668
02 SAND-1
Sandytown Road (Heritage to Plank)
25121 0.6 2 1.2 6.7 A-ASP LR Y:U10+$17,005
02 SECO-1
Second Street (West to CPR Corridor)
25117 0.1 2 0.2 6.7 A-ASP LR Y:U10+$2,834
02 SHOR-1
Short Street (Third to Fourth)
25120 0.1 2 0.2 6.7 A-ASP LR Y:U10+$2,834
02 THIR-1
Third Street (Elgin to CPR Corridor)
25114 0.4 2 0.8 6.7 A-ASP LR Y:U10+$11,336
02 W ARD-1
W ardwalk (Garner to end)
25065 0.2 2 0.4 6.4 A-ASP LR Y:1-3 $8,550
02 W EST-1
W est Street (Main to Third)
25119 0.4 2 0.8 6.7 A-ASP LR Y:U10+$15,175
03 - VIENNA
03 ANNS-1
Ann Street (Union to Edison)
25140 0.5 2 1.0 6.0 A-ASP LR Y:U10+$12,690
03 CENT-1
Centre Street (Vienna to Fulton)
25147 0.4 2 0.8 7.5 A-ASP CR Y:U10+$12,690
SPRIET ASSOCIATES - 2014.09.16 - 213200MA01_Appendix-A.wpd A-9
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Road Section Code and Name
(Description)
BR - Boundary Road
Asset
CODE
Sect.
Length
(km)
Lane
Count
Lane
Length
(km)
Est.
Width
(m)
Road
Surface
CODE
Est.
Traffic
(AADT)
Est.
Road
Class
Condition
Rating
CODE
Est.
Budget
(Years 1-10)
03 CENT-2
Centre Street (Fulton north to end)
0.4 2 0.8 7.5 A-ASP LR Y:U10+$12,940
03 CHAP-1
Chapel Street (Plank to est. 110m east of North St.)
25130 0.3 2 0.6 7.0 A-ASP LR Y:U10+$8,883
03 CHAP-2
Chapel Street (est. 110m east of North to Chute)
0.8 2 1.6 7.0 B-T&C LR Y:1-3 $69,888
03 CHES-1
Chestnut Street (Union to Elm)
25143 0.3 2 0.6 6.0 A-ASP LR Y:U10+$7,614
03 CHUT-1
Chute Line (Plank to just past Chapel)
25021 0.3 2 0.6 7.4 B-T&C nc LR Y:4-6 $6,910
03 EDIS-1
Edison Drive (Fulton to Queen)
25139 0.4 2 0.8 6.4 A-ASP LR Y:U10+$10,829
03 EDIS-2
Edison Drive (Queen to bridge)
0.3 2 0.6 6.4 A-ASP LR Y:REV $8,122
03 EDIS-3
Edison Drive (bridge to end)
0.9 2 1.8 5.5 A-ASP LR Y:REV $20,939
03 ELMS-1
Elm Street (Plank to Chestnut)
25141 0.9 2 1.8 6.0 A-ASP LR Y:U10+$22,842
03 FRON-1
Front Street (Plank to end)
25135 0.1 2 0.2 6.0 A-ASP LR Y:U10+$2,788
03 FULT-1
Fulton Street (Union to Centre)
25129 0.2 2 0.4 8.0 A-ASP CR Y:U10+$6,768
03 KING-1
King Street (Water to North)
25132 0.2 2 0.4 6.0 A-ASP LR Y:U10+$5,076
03 NORT-1
North Street (Plank to Chapel)
25131 0.4 2 0.8 6.0 A-ASP LR Y:4-6 $10,152
03 OAKS-1
Oak Street (Plank to Queen)
25137 0.1 2 0.3 6.0 A-ASP LR Y:U10+$3,553
03 OLDM-1
Old Mill Line (Plank Road to end)
25148 0.3 2 0.6 6.1 A-ASP 90e LR Y:U10+$7,741
03 OTTE-1
Otter Street (Plank to end)
25136 0.1 2 0.2 6.0 A-ASP LR Y:U10+$2,788
SPRIET ASSOCIATES - 2014.09.16 - 213200MA01_Appendix-A.wpd A-10
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Road Section Code and Name
(Description)
BR - Boundary Road
Asset
CODE
Sect.
Length
(km)
Lane
Count
Lane
Length
(km)
Est.
Width
(m)
Road
Surface
CODE
Est.
Traffic
(AADT)
Est.
Road
Class
Condition
Rating
CODE
Est.
Budget
(Years 1-10)
03 PEAR-1
Pearl Street (Centre to end)
25146 0.2 2 0.4 5.5 A-ASP LR Y:U10+$4,903
03 PINE-1
Pine Street (Fulton to end)
25144 0.2 2 0.4 5.0 A-ASP LR Y:U10+$4,480
03 QUEE-1
Queen Street (Oak to Edison)
25138 0.1 2 0.2 6.0 A-ASP LR Y:U10+$2,538
03 SNOW-1
Snow Street (Fulton to end)
25142 0.2 2 0.4 5.5 A-ASP LR Y:U10+$4,903
03 SOPE-1
Soper Road (Old Mill to Light Line)
25149 0.4 2 0.8 6.9 A-ASP 130e LR Y:U10+$11,675
03 UNIO-1
Union Street (end south of Fulton to north end)
25145 0.5 2 1.0 6.0 A-ASP LR Y:U10+$12,940
03 W ALN-1
W alnut Street (Plank to North)
25133 0.2 2 0.4 6.4 A-ASP LR Y:U10+$5,414
03 W ATE-1
W ater Street (Plank / W alnut to King)
25134 0.1 2 0.2 6.0 A-ASP LR Y:U10+$2,538
03 W ATE-2
W ater Street (King south to Plank)
0.3 2 0.6 4.3 C-GRA LR Y:REV $31,860
04 - PORT BURWELL
04 ADDI-1
Addison Street (Homer to end)
25172 0.1 2 0.2 6.0 C-GRA LR Y:1-3 $5,300
04 ADDI-2
Addison Street (Cowper to Homer)
25173 0.1 2 0.2 7.0 A-ASP LR Y:1-3 $5,922
04 ADDI-3
Addison Street (Libbye to Cowper)
25173 0.5 2 1.0 7.0 A-ASP LR Y:7-9 $14,805
04 BODS-1
Bodsworth Lane (Pitt to end)
25163 0.1 2 0.2 5.0 C-GRA LR Y:1-3 $6,778
04 BROC-1
Brock Street (Robinson to Erieus)
25150 0.2 2 0.4 6.8 A-ASP LR Y:7-9 $5,753
04 BROC-2
Brock Street (Erieus to Strachan)
25151 0.1 2 0.2 6.8 A-ASP LR Y:7-9 $2,876
SPRIET ASSOCIATES - 2014.09.16 - 213200MA01_Appendix-A.wpd A-11
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Road Section Code and Name
(Description)
BR - Boundary Road
Asset
CODE
Sect.
Length
(km)
Lane
Count
Lane
Length
(km)
Est.
Width
(m)
Road
Surface
CODE
Est.
Traffic
(AADT)
Est.
Road
Class
Condition
Rating
CODE
Est.
Budget
(Years 1-10)
04 BURW-1
Burwell Street (Addison to Chatham)
25174 0.1 2 0.2 7.0 A-ASP LR Y:7-9 $2,961
04 COWP-1
Cowper Street (Addison to end)
25192 0.2 2 0.4 5.0 B-T&C LR Y:4-6 $4,230
04 ELIZ-1
Elizabeth Street (Wellington north to end)
25165 0.4 2 0.8 7.0 A-ASP LR Y:1-3 $11,844
04 ELIZ-2
Elizabeth Street (Wellington south to end)
25166 0.3 2 0.6 7.0 A-ASP LR Y:7-9 $9,683
04 ERIE-1
Erieus Street (Brock to end)
25188 0.1 2 0.2 5.4 A-ASP LR Y:4-6 $2,284
04 ERIE-2
Erieus Street (Robinson to Brock)
25158 0.5 2 1.0 6.8 A-ASP LR Y:4-6 $14,382
04 FAYE-1
Faye Street (Libbye to end)
25182 0.1 2 0.2 4.5 C-GRA XNM Y:REV $8,458
04 HANN-1
Hannah Street (Victoria to Elizabeth)
25169 0.1 2 0.2 7.4 A-ASP LR Y:7-9 $3,130
04 HOME-1
Homer Street (Addison to Chatham)
25178 0.1 2 0.2 3.8 C-GRA LR Y:1-3 $8,458
04 HURL-1
Hurley Lane (Bridge Street to end)
0.2 2 0.4 6.1 A-ASP LR Y:7-9 $5,161
04 LIBB-1
Libbye Street (Chatham to Park Entrance)
25179 0.2 2 0.4 6.0 A-ASP CR Y:1-3 $22,876
04 LIBB-2
Libbye Street (Park Entrance to end)
25180 0.3 2 0.6 4.5 C-GRA XNM Y:REV $24,874
04 MACN-1
MacNeil Court (Elizabeth to end)
0.1 2 0.2 8.5 A-ASP LR Y:REV $0
04 MILT-1
Milton Street (Waterloo to end)
25171 0.2 2 0.4 6.0 A-ASP LR Y:7-9 $5,326
04 MILT-2
Milton Street (Wellington to W aterloo)
25171 0.1 2 0.2 6.0 A-ASP LR Y:1-3 $1,800
04 NEWT-1
Newton Street (Strachan to Victoria)
25167 0.3 2 0.6 6.0 A-ASP LR Y:7-9 $7,614
SPRIET ASSOCIATES - 2014.09.16 - 213200MA01_Appendix-A.wpd A-12
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Road Section Code and Name
(Description)
BR - Boundary Road
Asset
CODE
Sect.
Length
(km)
Lane
Count
Lane
Length
(km)
Est.
Width
(m)
Road
Surface
CODE
Est.
Traffic
(AADT)
Est.
Road
Class
Condition
Rating
CODE
Est.
Budget
(Years 1-10)
04 PITT-1
Pitt Street (Robinson west to end)
25184 0.1 2 0.2 7.0 A-ASP LR Y:REV $2,961
04 PITT-2
Pitt Street (Robinson to Erieus)
25152 0.1 2 0.2 9.0 A-ASP LR Y:1-3 $2,700
04 PITT-3
Pitt Street (Erieus to Strachan)
25153 0.1 2 0.2 6.8 A-ASP LR Y:7-9 $2,876
04 PITT-4
Pitt Street (Strachan to end)
25154 0.4 2 0.8 6.8 A-ASP LR Y:7-9 $17,906
04 ROBI-1
Robinson Street (Wellington to Hagerman)
25181 0.4 2 0.8 9.5 A-ASP LR Y:7-9 $16,074
04 SHAK-1
Shakespeare Street (W ellington to Robinson)
25168 0.5 2 1.0 7.2 A-ASP LR Y:1-3 $10,800
04 SOUT-1
Southey Street (Addison to Chatham)
25176 0.1 2 0.2 7.0 A-ASP LR Y:7-9 $2,961
04 STRA-1
Strachan Street (Robinson to W aterloo)
25162 0.3 2 0.6 6.0 A-ASP LR Y:1-3 $8,614
04 STRA-2
Strachan Street (Waterloo to W ellington)
25161 0.1 2 0.2 10.5 A-ASP LR Y:7-9 $4,442
04 STRA-3
Strachan Street (Wellington to Pitt)
25160 0.1 2 0.2 6.8 A-ASP LR Y:7-9 $2,876
04 STRA-4
Strachan Street (Pitt to end)
25159 0.2 2 0.4 6.0 A-ASP LR Y:7-9 $6,176
04 SUBM-1
Submariners Way (Robinson to curve (remainder is private street))
25185 0.1 2 0.2 7.0 A-ASP LR Y:1-3 $4,461
04 TENN-1
Tennyson Street (Addison to Chatham)
25175 0.1 2 0.2 7.0 A-ASP LR Y:7-9 $2,961
04 VICT-1
Victoria Street (Wellington to Pitt)
25164 0.2 2 0.4 6.8 A-ASP LR Y:7-9 $5,753
04 W ATL-1
W aterloo Street (Robinson to Victoria)
25156 0.5 2 1.0 6.6 A-ASP LR Y:7-9 $13,959
04 W ELL-1
W ellington Street (Victoria to Elizabeth)
25155 0.1 2 0.2 7.2 A-ASP CR Y:4-6 $3,046
SPRIET ASSOCIATES - 2014.09.16 - 213200MA01_Appendix-A.wpd A-13
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Road Section Code and Name
(Description)
BR - Boundary Road
Asset
CODE
Sect.
Length
(km)
Lane
Count
Lane
Length
(km)
Est.
Width
(m)
Road
Surface
CODE
Est.
Traffic
(AADT)
Est.
Road
Class
Condition
Rating
CODE
Est.
Budget
(Years 1-10)
04 W ELL-2
W ellington Street (Elizabeth to McCord)
0.3 2 0.6 7.2 A-ASP CR Y:4-6 $9,137
04 W ILL-1
W illiam Street (Victoria to Elizabeth)
25170 0.1 2 0.2 6.8 A-ASP LR Y:7-9 $2,876
05 - RICHMOND
05 CHUR-1
Church Street (Richmond to end)
25108 0.2 2 0.4 6.7 A-ASP LR Y:1-3 $20,899
05 HOOV-1
Hoover Valley Road (Richmond to end)
25107 0.2 2 0.4 6.7 C-GRA LR Y:1-3 $21,690
05 JAMS-1
James Street (Heritage to end)
25110 0.2 2 0.4 5.0 A-ASP LR Y:U10+$450
05 JOHN-1
John Street (Richmond to end)
25109 0.2 2 0.4 6.5 A-ASP LR Y:1-3 $15,057
05 RICH-1
Richmond Road (Heritage north to end)
25111 0.2 2 0.4 6.5 A-ASP LR Y:1-3 $20,283
06 - EDEN
06 EDEN-2
Eden Line (Plank to former railway corridor)
25007 0.4 2 0.8 7.2 A-ASP 330e CR Y:U10+$12,182
06 EDEN-3
Eden Line (former railway corridor to Ridge)
0.5 2 1.0 7.2 A-ASP 330e CR Y:U10+$15,228
06 GRAY-1
Gray Street (Plank to end)
25106 0.3 2 0.6 3.8 A-ASP LR Y:REV $27,300
06 TRAV-1
Travis Street (Gray to Eden)
25105 0.1 2 0.2 3.8 A-ASP LR Y:REV $2,500
07 - CORINTH
07 BEST-2
Best Line (west side of Lot 5, Con. 9, to Culloden (ER 46))
25029 0.4 2 0.8 7.0 B-T&C CR Y:1-3 $11,844
SPRIET ASSOCIATES - 2014.09.16 - 213200MA01_Appendix-A.wpd A-14
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Road Section Code and Name
(Description)
BR - Boundary Road
Asset
CODE
Sect.
Length
(km)
Lane
Count
Lane
Length
(km)
Est.
Width
(m)
Road
Surface
CODE
Est.
Traffic
(AADT)
Est.
Road
Class
Condition
Rating
CODE
Est.
Budget
(Years 1-10)
07 BEST-3
Best Line (Culloden (ER 46) to end of Corinth urban area)
25030 0.3 2 0.6 6.7 B-T&C 200e CR Y:U10+$8,502
07 GEOR-1
George Street (Best to end)
25104 0.2 2 0.4 6.8 A-ASP LR Y:1-3 $250
07 HENR-1
Henry Street (Best to end)
25103 0.1 2 0.2 6.8 A-ASP LR Y:1-3 $250
08 - NORTH HALL
08 PETE-1
Peters Court (Eden Line (ER 44) to end)
0.4 2 0.8 8.5 A-ASP 60e LR Y:U10+$250
SPRIET ASSOCIATES - 2014.09.16 - 213200MA01_Appendix-A.wpd A-15
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Road Section Code and Name
(Description)
BR - Boundary Road
Asset
CODE
Sect.
Length
(km)
Lane
Count
Lane
Length
(km)
Est.
Width
(m)
Road
Surface
CODE
Est.
Traffic
(AADT)
Est.
Road
Class
Condition
Rating
CODE
Est.
Budget
(Years 1-10)
NOTES
BR Boundary Road
Y:1-3 Years 1 to 3
Y:4-6 Years 4 to 6
Y:7-9 Years 7 to 9
Y:U10+Year 10+
Y:100 Road Class 100
Y:REV Review Needed
A-ASP
B-T&C
C-GRA-1
C-GRA-2
C-GRA-3
EOR
RNM
Boundary road costs are assum ed to be split between municipalities.
Costs are calculated using 50% of the total road surface width.
Road in FAIR condition, road upgrades suggested primarily in years 1 to 3 (includes all granular-surfaced roads).
Road in GOOD condition, road upgrades suggested primarily in years 4 to 6.
Road in VERY GOOD condition, road upgrades suggested primarily in years 7 to 9.
Road has either been re-conditioned, based on recent resurfacing / reconstruction, or has a durable asphalt surface
(typical in urban areas). A budget is provided for Year 10, representing the start of a new cycle (Y10-12). Note that
some asphalt roads and recently upgraded tar and chip roads are not expected to require significant upgrading
during this ten-year cycle.
Road has minimal use (estimated at less than 50 AADT), which limits potential road upgrades.
Road has special conditions and requires a more detailed review. Sections requiring an Engineering Review are
indicated
ASPHALT road surface - high class bituminous (hot mix) pavement
TAR and CHIP road surface - surface treated roads; includes microsurfacing, slurry seals and other road treatments
GRAVEL roads - loose granular surface material
Gravel Road - Area 1 (north)
Gravel Road - Area 2 (central)
Gravel Road - Area 3 (south)
End of Road
Road Not Maintained
Note that road conditions may vary within a road section. Condition ratings and estimated costs are approximate,
based on information available at the time of review, and therefore may not be complete or applicable. As a result of
calculation methods, budgets appear as exact dollar amounts. However, all costs are intended as preliminary
estimates and are only intended for planning purposes. Similarly, road ratings and upgrade plans are strictly
preliminary. All costs and road-based information should be confirmed on site prior to undertaking any detailed
project design or road construction. The timing for future road upgrades should be periodically reviewed and updated
to reflect changing conditions.
SPRIET ASSOCIATES - 2014.09.16 - 213200MA01_Appendix-A.wpd A-16
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APPEN DIX B
R OAD SEC TIO N S - UPGRADE PLAN S AN D B U DGET EST IM ATES
(See Notes at end)
Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
Budget Estimates
Y1-3 Y4-6 Y7-9 Y10 Total
01 - BAYHAM RURAL AREA - ASPHALT ROADS
A-ASP
01 LAKE-2
Lakeshore Line
(Stafford to end)
(barrier at closed road)
A-ASP Review:good road but erosion potential is a structural concern;
existing 'Road Closed' sign is within travelled lane
Plan:(RC100) Y1: Eng. Review: shoreline erosion report,
monitoring program; install/move road closure signs, EOR
barriers
Y:100 6,000 6,000 6,000 3,000 $21,000
01 LAKE-3
Lakeshore Line
(Closed Portion to Elgin Rd. 55)
A-ASP Review:good road, erosion potential is a structural concern;
vandalism at road barrier
Plan:(RC100) Y1: Eng. Review: shoreline erosion report,
monitoring program; install/move road closure signs, EOR
barriers
Y:100 6,000 6,000 6,000 3,000 $21,000
01 LAKE-1
Lakeshore Line
(McCord to Stafford)
A-ASP Review:previous County Road; generally good but need to repair
cracks, monitor shoreline erosion near Stafford
Plan:Y1: Eng. Review: shoreline erosion report, monitoring
program; Y1-3: seal cracks with surface coating (seal coat
or microsurface)
Y:1-3 87,485 5,000 5,000 1,667 $99,152
01 EDEN-4
Eden Line
(Ridge to Schafer)
A-ASP Review:minor cracking, generally good condition
Plan:Y1-3: spot asphalt repairs where needed (maint.); Y4-6:
resurface with single T&C
Y:4-6 11,336 $11,336
01 SHAD-1
Shady Lane
(Culloden to end)
A-ASP Review:minor cracking, some patches
Plan:Y1-3: asphalt spot repairs (maint.), Y4-6: microsurface
resurfacing
Y:4-6 10,152 $10,152
01 BAYH-1 BR
Bayham Drive
(Pressey to railway track)
A-ASP Review:industrial road - used by heavy trucks; minor edge
fragmenting, some cracking (revised section length)
Plan:Y1-3: crack sealing / minor patching (maint), add gran. A
to shoulders; Y7-9: resurface with 50 mm asphalt, add
Gran. A to shoulders
Y:7-9 2,900 25,969 $28,869
01 PRES-2 BR
Pressey Line
(Culloden to Bayham Drive)
A-ASP Review:collector road to Tillsonburg; generally in good condition,
some cracking
Plan:Y7-9: resurface with asphalt (50mm), add gran. A to
shoulders
Y:7-9 259,692 $259,692
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Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
Budget Estimates
Y1-3 Y4-6 Y7-9 Y10 Total
01 BAYH-2 BR
Bayham Drive
(Railway track to Talbot)
A-ASP Review:industrial road; minor edge cracking, RR crossing with
signals, no gates (revised section length)
Plan:Y10+: resurface as required
Y:U10+$0
01 - BAYHAM RURAL AREA - TAR and CHIP ROADS
B-T&C
01 VIEN-3
Vienna Line
(Centre Street to end)
B-T&C Review:short section of old T&C road surface, serves as residence
/ farm access road
Plan:RC100: maintain as needed, no resurfacing planned
Y:100 $0
01 BEST-1
Best Line (Springer Hill to west
side of Lot 5, Con. 9 (before George))
B-T&C Review:numerous cracks and patches, generally rough surface
Plan:Y1-3: pulverize, add gran. A, resurface with double T&C
Y:1-3 139,776 $139,776
01 CARS-1
Carson Line
(Plank to Talbot)
B-T&C Review:patched surface, bridge approaches are rough
Plan:Y1-3: reconst. bridge approach / valley areas, resurface
with single T&C
Y:1-3 135,845 $135,845
01 EDEN-1
Eden Line
(Springerhill to Culloden)
B-T&C Review:some patched road areas and narrow shoulders
Plan:Y1-3: resurface with single T&C
Y:1-3 58,628 $58,628
01 MAPL-1
Maple Grove Line
(Plank to Baldwin)
B-T&C Review:older T&C, some rough patches, cracking, unevn areas
Plan:Y1-3: repairs to road base, resurface with slurry seal
(or equivalent)
Y:1-3 83,353 $83,353
01 MAPL-2
Maple Grove Line
(Baldwin to Heritage)
B-T&C Review:older T&C, some rough patches, cracking, uneven areas
Plan:Y1-3: repairs to road base, resurface with slurry seal (or
equivalent)
Y:1-3 138,824 $138,824
01 SCHA-1
Schafer Road
(Eden to Goshen)
B-T&C Review:recent patching near Eden, some rough patches
Plan:Y1-3: repair and resurface with single T&C
Y:1-3 25,507 $25,507
01 SPRI-3 BR
Springer Hill Road
(Glencolin to Pressey)
B-T&C Review:older T&C surface, approx. 20% patched
Plan:Y1-3: resurface with double T&C
Y:1-3 133,245 $133,245
01 BANO-4 BR
Bayham Norfolk Boundary Road
(Eden to Heritage Line)
B-T&C Review:narrow bridge - approach needs guard rails, 2MC, O. Hall
int., Coyle int., two 90 deg. bends, review curve signage
Plan:Y1-3: some cracks, patches needed (maint.); add guide
rails to bridge approaches (bridge item); Y4-6: resurface
with single T&C
Y:4-6 56,090 $56,090
01 BROW-1
Brown Road
(Vienna to Nova Scotia)
B-T&C Review:some surface cracking
Plan:Y1-3: crack repairs to preserve surface (maint.); Y4-6:
resurface with single T&C
Y:4-6 62,942 $62,942
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Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
Budget Estimates
Y1-3 Y4-6 Y7-9 Y10 Total
01 ELLI-1
Elliot Road
(Green to Talbot)
B-T&C Review:generally good surface, narrow shoulders, some minor
patching and edge cracking
Plan:Y4-6: resurface with single T&C
Y:4-6 34,898 $34,898
01 ELLI-2
Elliot Road
(Pressey to Green)
B-T&C Review:rural residential area (Official Plan); good surface, some
minor patching, edge cracking, RR crossing
Plan:Y4-6: resurface with single T&C
Y:4-6 34,898 $34,898
01 GOSH-1
Goshen Road
(Bayham Norfolk Boundary to Schafer)
B-T&C Review:good, some uneven areas
Plan:Y4-6: resurface with single T&C
Y:4-6 10,829 $10,829
01 GREE-2
Green Line (Talbot to end)
B-T&C Review:older T&C, some cracking; serves autobody shop at end
Plan:Y4-6: resurface with single T&C
Y:4-6 10,152 $10,152
01 LIGH-3
Light Line (Plank to Bogus)
B-T&C Review:
Plan:Y1-3: asphalt patch at intersection with Bogus; Y4-6
resurface (single T&C)
Y:4-6 1,200 27,410 $28,610
01 LIGH-4
Light Line (Bogus to end)
B-T&C Review:older T&C, good condition
Plan:Y4-6: resurface with single T&C
Y:4-6 45,684 $45,684
01 MITC-1
Mitchell Road (Heritage to Jackson)
B-T&C Review:generally good condition
Plan:Y4-6: resurface with single T&C
Y:4-6 89,888 $89,888
01 ORAN-1
Orange Hall Road
(Bayham Norfolk Boundary Road to
mun. boundary)
B-T&C Review:generally good surface; reduced visibility near intersection;
trees near shoulder
Plan:Y1-3: add warning signs near intersection, remove
shoulder trees, Y4-6: resurface with single T&C
Y:4-6 1,500 7,422 $8,922
01 ORCH-1
Orchard Line (Nova Scotia to Brown)
B-T&C Review:some patches, generally good
Plan:Y4-6: resurface with single T&C
Y:4-6 14,382 $14,382
01 PRES-1 BR
Pressey Line
(Springer Hill to Culloden)
B-T&C Review:previously resurfaced, some minor cracking, rough
patches near Colloden
Plan:Y4-6: reconstruct patched areas (est. 20%) and resurface
with single T&C
Y:4-6 41,440 $41,440
01 SAND-2
Sandytown Road
(Heritage to Just Past Stewart)
B-T&C Review:
Plan:Y4-6: resurface with single T&C
Y:4-6 19,796 $19,796
01 SCHA-2
Schafer Road (Goshen to
Bayham Norfolk Boundary)
B-T&C Review:seal coat surface
Plan:Y4-6: resurface with single T&C
Y:4-6 23,688 $23,688
01 STAF-1
Stafford Road
(Lakeshore to Glen Erie)
B-T&C Review:monitor patching; may require resurfacing
Plan:Y4-6: resurface with double T&C
Y:4-6 93,483 $93,483
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Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
Budget Estimates
Y1-3 Y4-6 Y7-9 Y10 Total
01 TEAL-1
Teall Nevill
(Plank to Glen Erie)
B-T&C Review:generally good, but some resurfacing and spot repairs
anticipated
Plan:Y4-6: resurface with single T&C
Y:4-6 50,337 $50,337
01 TOLL-3
Toll Gate Road
(Heritage to Jackson)
B-T&C Review:
Plan:Y4-6: resurface with single T&C
Y:4-6 79,947 $79,947
01 TOLL-4
Toll Gate Road
(Jackson to Calton)
B-T&C Review:
Plan:Y4-6: resurface with single T&C
Y:4-6 62,181 $62,181
01 TOLL-5
Toll Gate Road (Calton to Light)
B-T&C Review:
Plan:Y4-6: resurface with single T&C
Y:4-6 53,298 $53,298
01 TOLL-6
Toll Gate Road (Light to Tunnel)
B-T&C Review:reasonable condition; some larger patches
Plan:Y4-6: resurface with single T&C
Y:4-6 65,734 $65,734
01 TUNN-1
Tunnel Line
(Cty Rd 55 to Godby)
B-T&C Review:Aug 2014 - upgrade in progress
Plan:Parts of Tunnel are currently being reconstructed, assume
no further budget needed at present
Y:7-9 $0
01 TUNN-2
Tunnel Line
(Godby to Tollgate)
B-T&C Review:Aug 2014 - upgrade in progress
Plan:Parts of Tunnel are currently being reconstructed, assume
no further budget needed at present
Y:7-9 $0
01 TUNN-3
Tunnel Line
(Tollgate to Plank)
B-T&C Review:Aug 2014 - upgrade in progress
Plan:Parts of Tunnel are currently being reconstructed, assume
no further budget needed at present
Y:7-9 $0
01 VIEN-1
Vienna Line (Richmond to Brown)
B-T&C Review:some surface cracking
Plan:Y4-6: resurface with single T&C
Y:4-6 121,866 $121,866
01 VIEN-2
Vienna Line
(Brown to Centre Street)
B-T&C Review:some surface patches & cracking, especially approx. 100m
west of residential area
Plan:Y1-3: approx. 100 m - pulverize, add gran. A, grade and
compact, single T&C; Y4-6: resurface with single T&C
(entire section)
Y:4-6 5,493 30,245 $35,738
01 VINC-1
Vincent Line
(Coyle to Bayham Norfolk Boundary)
B-T&C Review:recently resurfaced
Plan:Y4-6: resurface with single T&C
Y:4-6 39,593 $39,593
01 COYL-2
Coyle Road
(Heritage to Vincent)
B-T&C Review:generally good condition, add curve / int. warning signs
before Vincent
Plan:Y1-3: Sign Review: install curve / warning signs near
Vincent; Y7-9: resurface with single T&C
Y:7-9 500 65,184 $65,684
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Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
Budget Estimates
Y1-3 Y4-6 Y7-9 Y10 Total
01 MURR-1
Murray Road
(Talbot to Eden)
B-T&C Review:some spot repairs needed
Plan:Y1-3: spot repairs (maint.); Y7-9: resurface with single
T&C
Y:7-9 54,144 $54,144
01 BANO-1 BR
Bayham Norfolk Boundary
(Plank (ER 19) to Goshen)
B-T&C Review:1MC, 2 angled intersections, visibility concern at Goshen
intersection, road microsealed in 2013
Plan:Y1-3: Sign Review: larger warning signs for hidden
intersection at Goshen, Y10+: resurface as required
Y:U10+500 $500
01 BEST-4
Best Line
(end of Corinth urban area to Talbot)
B-T&C Review:slurry seal coating in 2013
Plan:Y10+: resurface as required
Y:U10+$0
01 BOGU-1
Bogus Road
(Calton to Light)
B-T&C Review:recently resurfaced; intersection concerns at Light are
noted on LIGH-3
Plan:Y10+: resurface as required
Y:U10+$0
01 COYL-3
Coyle Road
(Vincent to Bayham Norfolk Boundary)
B-T&C Review:recent T&C resurfacing, need warning signs on curves
Plan:Y1-3: install warning signs on curves; Y10+: resurface as
required
Y:U10+1,500 $1,500
01 GREE-1
Green Line
(Pressey to Talbot)
B-T&C Review:curves at section ends; recent sealcoat; rough RR
crossing (has warning signals); some cracks / settlement
Plan:Y1-3: install asphalt on railway approaches and track area
(confirm RR specs. for signalized crossing); Y10+:
resurface as required
Y:U10+2,500 $2,500
01 JACK-1
Jackson Line
(Plank (ER 19) to ER 55)
B-T&C Review:suggest more guide rails on steep side slopes; T&C
surface recently upgraded
Plan:Y1-3: guide rail installation ??; Y10+: resurface as
required
Y:U10+$0
01 JACK-2
Jackson Line
(Plank to approx. 230m before Beattie)
B-T&C Review:generally good condition, T&C surface recently upgraded
Plan:Y10+: resurface as required
Y:U10+$0
01 LAME-1
Lamers Line
(Tollgate to Elgin Rd 55)
B-T&C Review:road reconstructed in 2013
Plan:Y10+: resurface as required
Y:U10+$0
01 LIGH-1
Light Line
(Elgin Rd 55 to Tollgate)
B-T&C Review:recent surface coat - very good, except minor cracking
near bridge; recommend guard rails for bridge approaches
(bridge item)
Plan:Y10+: resurface as required
Y:U10+$0
01 LIGH-2
Light Line (Tollgate to Plank)
B-T&C Review:recent slurry seal coat; very good
Plan:Y10+: resurface as required
Y:U10+$0
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Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
Budget Estimates
Y1-3 Y4-6 Y7-9 Y10 Total
01 OTTG-2
Ottergate Line
(Culloden to Talbot Line)
B-T&C Review:microseal resurface in 2013
Plan:Y10+: resurface as required
Y:U10+$0
01 OTTG-3
Ottergate Line
(Culloden to East end)
B-T&C Review:microseal resurface in 2013; needs asphalt patch at end of
road, add EOR sign
Plan:Y1-3: install EOR checkerboard sign; asphalt patch at end
(maint.), Y10+: resurface as required
Y:U10+250 $250
01 SOME-3
Somers Road (Best to Talbot)
B-T&C Review:straight, level road with recent resurfacing
Plan:Y10+: resurface as required
Y:U10+$0
01 SPRI-2 BR
Springer Hill Road
(Heritage to Glencolin)
B-T&C Review:recent resurfacing
Plan:Y10+: resurface as required
Y:U10+$0
01 - BAYHAM RURAL AREA - GRAVEL ROADS
C-GRA
01 BALD-1
Baldwin Line
(Maple Grove to end)
C-GR-1 Review:angled intersection, no defined road end
Plan:(RC100) Y1-3: install EOR checkerboard sign at end;
Y7-9: allowance to construct turn-around (review)
Y:100 8,404 8,154 12,154 8,154 $36,864
01 BEST-5
Best Line
(Talbot to end)
C-GR-1 Review:narrow, undersized road surface, continues as farm lane,
no signage at end
Plan:(RC100) Y1-3: install RNM sign, widen to 5.5m; Y7-9:
allowance to construct turn-around (review)
Y:100 5,227 2,512 6,512 2,512 $16,761
01 HARM-1
Harmony Acres Line
(Springer Hill to end)
C-GR-1 Review:straight, gravel road; narrows towards end; overgrown
shoulders in west part
Plan:(RC100) maintenance items
Y:100 6,989 6,989 6,989 6,989 $27,955
01 BANO-2 BR
Bayham Norfolk Boundary
(Goshen to steep slope / curve)
C-GR-1 Review:2mc; good condition, needs "Winding Road" sign near start
of BANO-3
Plan:Y1-3: Sign Review: 'W inding Road' sign near south end
(before BANO-3)
Y:1-3 8,481 8,281 8,281 8,281 $33,324
01 BAYH-3 BR
Bayham Drive
(Talbot to first curve)
C-GR-1 Review:gravel road in reasonable condition; narrow shoulders;
S-bend near Plank
Plan:Y1-3: Sign Review: install checkerboard curve sign at
major curve (south end of section)
Y:1-3 4,582 4,332 4,332 4,332 $17,576
01 BAYH-5 BR
Bayham Drive
(end of curves to Carson)
C-GR-1 Review:gravel road section in good condition, one curve near
Carson
Plan:Y1-3: regular granular upgrades
Y:1-3 7,057 6,807 6,807 6,807 $27,477
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Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
Budget Estimates
Y1-3 Y4-6 Y7-9 Y10 Total
01 CLEA-1
Clearview Drive
(Bayham Drive to end)
C-GR-1 Review:future road for industrial area - not fully constructed,
access road to existing business
Plan:Y1-3: Install EOR, 'No Exit' signs; Y7-9: Upgrade base and
pave, asphalt surface (coordinate with BAYH-1)
Y:1-3 1,833 1,383 12,624 $15,840
01 EDEN-5
Eden Line
(Schafer to major curve)
C-GR-1 Review:generally good, narrow shoulders
Plan:Y1-3: regular granular upgrades
Y:1-3 10,192 10,192 10,192 10,192 $40,768
01 HOWE-1
Howey Line
(Coyle to Tollgate)
C-GR-1 Review:needs guard fencing on steep side slopes, widen
shoulders where feasible, curve signs needed
Plan:Y1-3: Sign Review: install curve signs, widen shoulders at
steep slopes (where feasible), install guide rails
Y:1-3 30,568 18,018 18,018 18,018 $84,622
01 HOWE-2
Howey Line
(Tollgate to Bend Before Plank)
C-GR-1 Review:future plan to fill gully (see Spriet project file); road width
varies, min. 5.0m, widen shoulder, guide rail at culvert,
steep slopes
Plan:Y1-3: widen road to ave. 6.0 m width, install guide rails at
culvert near Tollgate
Y:1-3 43,580 7,280 7,280 7,280 $65,420
01 HOWE-3
Howey Line
(Bend Before Plank to Plank)
C-GR-1 Review:gravel road in good condition; access to repair garage, no
checkerboard sign at 90 deg. curve
Plan:Y1-3: install checkerboard at curve, regular granular
upgrades
Y:1-3 3,908 3,658 3,658 3,658 $14,883
01 RIDG-1
Ridge Line
(Plank to Eden)
C-GR-1 Review:road varies in width, could divide into 3 sections, needs
additional granular, signs, reduced speed limit
Plan:Y1-3: regular granular upgrades, Sign Review: install
checkerboard curve signs on 90 deg. curve, suggest
advisory speed posting
Y:1-3 27,145 26,645 26,645 26,645 $107,079
01 SAND-5
Sandytown Road
(Maple Grove to curved slope section)
C-GR-1 Review:add granular
Plan:Y1-3: regular granular upgrades, construct turn-around if
SAND-6 is closed (budget included)
Y:1-3 19,288 15,288 15,288 15,288 $65,152
01 SAND-7
Sandytown Road
(Sandytown Road - culvert to Eden)
C-GR-1 Review:short section from intersection; culvert is in SAND-6
section
Plan:Y1-3: spot ditching (maint.), regular granular upgrades;
construct turn-around if SAND-6 is closed (budget
included)
Y:1-3 5,019 1,019 1,019 1,019 $8,077
01 SOME-1
Somers Road
(Pressey to Green)
C-GR-1 Review:recent gravel reconstruction, widened to 5.5 m; maintained
road - changed to Road Class 200
Plan:Y1-3: recent road improvements (additional granular),
follow-up with regular granular upgrades
Y:1-3 3,003 3,003 3,003 3,003 $12,012
01 SOME-4
Somers Road
(Talbot to Eden)
C-GR-1 Review:road upgraded with additional granular
Plan:Y1-3: regular granular upgrades
Y:1-3 9,009 9,009 9,009 9,009 $36,036
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Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
Budget Estimates
Y1-3 Y4-6 Y7-9 Y10 Total
01 SOME-5
Somers Road
(Eden to end)
C-GR-1 Review:recent gravel, no turn-around, road narrows towards end
Plan:Y1-3: install checkerboards at bend and end of road;
Y7-9: allowance to construct turn-around (review)
Y:1-3 12,093 11,593 15,593 11,593 $50,874
01 BANO-3 BR
Bayham Norfolk Boundary
(steep slope to Eden)
C-GR-1 Review:3MC, 2v; curves, steep side slopes, needs guide rails,
warning signs, further study
Plan:Y1-3: Eng. Review: road widening feasibility, guide rails
locations; Sign Review: additional signage, determine
advisory speed
Y:REV 8,185 3,185 3,185 3,185 $17,740
01 BAYH-4 BR
Bayham Drive
(first curve to end of curves)
C-GR-1 Review:roadside safety concerns on 50%, single lane bridge w. 5
tonne limit
Plan:Y1-3: Eng. Review: road widening feasibility, guide rails
locations; Sign Review: additional signage, determine
advisory speed
Y:REV 18,614 13,614 13,614 13,614 $59,454
01 EDEN-6
Eden Line
(major curve to Bayham Norfolk
Boundary)
C-GR-1 Review:safety concerns with steep side slopes, curves, trees in
shoulders
Plan:Y1-3: Eng. Review: road widening feasibility, guide rails
locations; Sign Review: additional signage, determine
advisory speed
Y:REV 10,096 5,096 5,096 5,096 $25,384
01 SAND-6
Sandytown Road
(curved slope section to culvert)
C-GR-1 Review:culvert replacement likely part of Bayham's 2014 upgrades
(confirm)
Plan:Y1-3: Eng. Review: road closure feasibility; road would be
only available as a field access lane
Y:REV 10,096 5,096 5,096 5,096 $25,384
01 SOME-2
Somers Road
(Green to Best)
C-GR-1 Review:gravel, sand from 200m north of railway; safety visibility
problem at railway
Plan:Y1-3: Eng. Review: road closure feasibility; road would be
only available as a field access lane
Y:REV 22,581 17,581 17,581 17,581 $75,325
01 BALL-1
Ball Line
(Stewart to end)
C-GR-2 Review:angled intersection, road continues as farm lane
Plan:(RC100) Y1-3: Sign Review: install RNM sign at start of
single lane road; Y7-9: allowance to construct turn-around
(review)
Y:100 2,034 1,784 5,784 $9,601
01 BEAT-2
Beattie Road
(camp to end)
C-GR-2 Review:laneway for farm / res. access; has RNM sign
Plan:Y1-3: current status: 'road not maintained', but include
road section in granular upgrade cycle
Y:100 5,005 5,005 5,005 $15,015
01 GREG-1
Gregson Road
(Jackson to end)
C-GR-2 Review:farm access; sand road with min. gravel base; need curve
and EOR checkerboard signs, turn-around, culvert erosion
noted
Plan:(RC100) Y1-3: misc. road repairs (maint.), Sign Review:
install EOR and curve signs; Y7-9: allowance to construct
turn-around (review)
Y:100 22,881 22,131 26,131 $71,144
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Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
Budget Estimates
Y1-3 Y4-6 Y7-9 Y10 Total
01 JACK-3
Jackson Line
(approx. 230m before Beattie to end)
C-GR-2 Review:gravel road ends with sloping curve, at small turn-around
Plan:(RC100) Y1-3: install EOR checkerboard sign at end;
Y7-9: allowance to construct turn-around (review)
Y:100 6,256 6,006 10,006 $22,268
01 OTTG-1
Ottergate Line
(Talbot Line to west end)
C-GR-2 Review:gravel access lane
Plan:(RC100) Y1-3: install EOR checkerboard sign
Y:100 1,160 910 910 $2,980
01 OW LC-1
Owl Cage Road
(Jackson to Calton)
C-GR-2 Review:safety concerns at ravine section (no guide rails)
Plan:(RC100) Y1-3: install guide rail (both sides) at culvert
Y:100 9,541 4,441 4,441 $18,422
01 SPRI-1 BR
Springer Hill Road
(Heritage Line to end)
C-GR-2 Review:narrow road, generally good condition
Plan:(RC100) Y1-3: regular granular upgrades
Y:100 1,820 1,820 1,820 $5,460
01 BEAT-1
Beattie Road
(Heritage to camp)
C-GR-2 Review:slightly narrow gravel road, provides access to summer
camp
Plan:Y1-3: regular granular upgrades (road section
improvements in 2014 Bayham budget)
Y:1-3 13,504 13,504 13,504 $40,513
01 BLAC-1
Black Bridge Line
(Plank to Tollgate)
C-GR-2 Review:no recent improvements, some steep shoulders - erosion,
need curve signs
Plan:Y1-3: Sign Review: install curve signs
Y:1-3 6,224 5,824 5,824 $17,872
01 COYL-1
Coyle Road
(Jackson to Heritage)
C-GR-2 Review:regrade and rebuild road areas with poor drainage
(Bayham 2014 budget incl. drainage upgrades)
Plan:Y1-3: regular granular upgrades
Y:1-3 50,960 50,960 50,960 $152,880
01 MITC-2
Mitchell Road
(Jackson to Calton)
C-GR-2 Review:Culvert now repaired, some wider shoulders, cable guard
rails needed at culvert
Plan:Y1-3: install post and cable guide rails (confirm 2014
budget status)
Y:1-3 30,660 23,660 23,660 $77,980
01 SAND-4
Sandytown Road
(upgraded slope to Maple Grove)
C-GR-2 Review:road has narrow areas (5.0m min.), add granular
Plan:Y1-3: regular granular upgrades
Y:1-3 17,290 17,290 17,290 $51,870
01 STEW -1
Stewart Road
(Maple Grove to curved slope section)
C-GR-2 Review:minimum width, reasonable condition
Plan:Y1-3: coordinate with bridge repairs, Sign Review: add
curve signs
Y:1-3 15,515 15,015 15,015 $45,545
01 STEW -3
Stewart Road
(end of curved slope section to
Sandytown)
C-GR-2 Review:minimum width, reasonable condition
Plan:Y1-3: coordinate granular placement with bridge repairs
Y:1-3 11,011 11,011 11,011 $33,033
01 TOLL-2
Toll Gate Road
(Black Bridge to Heritage)
C-GR-2 Review:good condition
Plan:Y1-3: regular granular upgrades
Y:1-3 24,024 24,024 24,024 $72,072
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Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
Budget Estimates
Y1-3 Y4-6 Y7-9 Y10 Total
01 SAND-3
Sandytown Road
(Just Past Stewart to upgraded slope)
C-GR-2 Review:sand base, 10% gravel; new road needed
Plan:Y1-3: Eng. Review / Sign Review: prepare upgrade plan /
budget, advisory speed limit, guide rail / sign locations
(special projects budget)
Y:REV 13,190 8,190 8,190 $29,570
01 STEW -2
Stewart Road
(start to end of curved slope section)
C-GR-2 Review:road closed at top of slope before bridge - bridge not safe;
road slope area eroding
Plan:Y1-3: Eng. Review: road closure feasibility; road would be
only available as a field access lane
Y:REV 9,004 4,004 4,004 $17,012
01 TOLL-1
Toll Gate Road
(Howey to Black Bridge)
C-GR-2 Review:narrow road, safety concerns with steep, curved slopes
and road shoulder adjacent to creek
Plan:Y1-3: Eng. Review / Sign Review: prepare upgrade plan /
budget, advisory speed limit, guide rail / sign locations
(special projects budget)
Y:REV 10,460 5,460 5,460 $21,380
01 CREE-1
Creek Road
(Light to end)
C-GR-3 Review:narrow road, no fencing for steep slopes at culvert, "Road
Closed" sign should be "No Exit"
Plan:(RC100) Y1-3: install cable guide rail on steep side slopes
at culvert, Sign Review: change 'Road Closed' to 'No Exit'
sign (?)
Y:100 9,095 4,095 4,095 $17,285
01 CSIN-1
Csinos Road
(Lakeshore to end)
C-GR-3 Review:gravel access road to one residence, field access lane
Plan:(RC100) Y1-3: create turn-around, install EOR
checkerboard sign
Y:100 8,800 4,550 4,550 $17,900
01 DENN-1
Dennis Road
(Calton to end)
C-GR-3 Review:narrow road shoulders; road and shoulder erosion recently
repaired
Plan:(RC100) Y1-3: monitor shoulder erosion, regular granular
upgrades
Y:100 11,830 11,830 11,830 $35,490
01 GODB-1
Godby Road
(Glen Erie south to end (closed at
Lakeshore))
C-GR-3 Review:good gravel surface; major erosion gully east of road end;
relocate turn-around
Plan:(RC100) Y1-3: Relocate turn-around / barrier north to field
entrance (to avoid shoreline erosion), reduce road section
approx. 60m
Y:100 22,334 15,834 15,834 $54,002
01 GODB-3
Godby Road
(Tunnel Line north to end)
C-GR-3 Review:surf. erosion on steep slope near Tunnel, road narrow near
end; needs RNM at end
Plan:(RC100) Y1-3: reconstruct road from south end up slope,
install EOR checkerboard at end, construct turn-around
area (review)
Y:100 21,518 4,368 4,368 $30,254
01 JAME-1
James Line
(Richmond to end)
C-GR-3 Review:generally good, narrows towards end; no curve signs or
turn-around, some narrow shoulders
Plan:(RC100) Y1-3: Sign Review: install curve signs and EOR
sign at end of road; Y7-9: construct turn-around before
gate (review)
Y:100 24,838 24,388 28,388 $77,614
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Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
Budget Estimates
Y1-3 Y4-6 Y7-9 Y10 Total
01 MCQU-1
McQuiggan Line
(Woodworth to end)
C-GR-3 Review:generally good; some potholes, ponding along edges, no
defined road turn-around, needs curve, EOR signs
Plan:(RC100) Y1-3: Sign Review: install curve and EOR
checkerboard signs; Y7-9: allowance to construct
turn-around (review)
Y:100 14,196 14,196 18,646 $47,038
01 ORCH-2
Orchard Line
(Brown to end)
C-GR-3 Review:sand road base, access to one residence at end (near
creek), elect. utility corridor, wind turbine
Plan:Y1-3: (RC100) improve turn-around, add steel barrier at
end
Y:100 4,339 2,839 2,839 $10,018
01 RICH-2 BR
Richmond Road
(South of Nova Scotia Line)
C-GR-3 Review:some frost heave
Plan:(RC100) Y1-3: Sign Review: install EOR checkerboard
sign
Y:100 18,814 18,564 18,564 $55,942
01 TOLL-7
Toll Gate Road
(Tunnel to end)
C-GR-3 Review:narrow gravel lane to one house and field access
Plan:(RC100) Y1-3: upgrade to maintained road; widen to 5.5
m, Sign Review: EOR sign
Y:100 8,420 2,020 2,020 $12,461
01 CHUT-2
Chute Line
(Just past Chapel to Tollgate)
C-GR-3 Review:2013 improvements at culvert; cable guide rails added
Plan:Y1-3: regular granular upgrades (2013 improvements to
culvert area)
Y:1-3 22,896 22,896 22,896 $68,687
01 CLAR-1
Clarke Road
(Tunnel to Glen Erie)
C-GR-3 Review:new bailey bridge; narrow road, erosion concerns at
slopes, more guide rail; future road widening to match
CLAR-2 upgrading
Plan:Y1-3: fill / widen shoulders near south end, install guide rail
(both sides) near culvert, Sign Review: multi-curve signs;
Y7-9 widen road to 6.0m
Y:1-3 29,110 19,110 19,110 $67,330
01 GODB-2
Godby Road
(Glen Erie to Tunnel Line)
C-GR-3 Review:localized road improvements needed; steep site slopes at
culvert need guide rails
Plan:Y1-3: rebuild approx. 100m road on slope, add guide rails
on steep slopes at culvert (near Glen Erie)
Y:1-3 35,796 23,696 23,696 $83,189
01 W OOD-2
W oodworth Road
(Vienna Line to McQuiggan Line)
C-GR-3 Review:access road to campground
Plan:Y1-3: regular granular upgrades
Y:1-3 9,009 9,009 9,009 $27,027
01 CLAR-2
Clarke Road
(Glen Erie to Lakeshore)
C-GR-3 Review:narrow gravel / sand road; alt. connection from Lakeshore
to ER 42
Plan:Y1-3: Eng. Review: road reconstruction feasibility; Y7-9:
Review: reconst. road; construct min. 6.5m wide gravel
road, improve drainage
Y:REV 16,830 11,830 103,130 $131,790
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Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
Budget Estimates
Y1-3 Y4-6 Y7-9 Y10 Total
01 W OOD-1
W oodworth Road
(Nova Scotia Line to Vienna Line)
C-GR-3 Review:sand road base, poor drainage; connects Nova Scotia to
Vienna Line
Plan:Y1-3: Eng. Review: road closure feasibility; road would be
only available as a field access lane
Y:REV 5,000 $5,000
02 - STRAFFORVILLE
02 GARN-1
Garner Road
(Heritage to W ardwalk)
A-ASP Review:confirm road allowance width, (if feasible) widen road to
same as W ardwalk (6.4m), with swale, pave
Plan:Y1-3: widen road surface to 6.4m (same as W ardwalk),
pave and create grassed swale; install RNM sign at
W ardwalk (start of farm lane)
Y:1-3 8,000 $8,000
02 W ARD-1
W ardwalk
(Garner to end)
A-ASP Review:large and small cracks across surface
Plan:Y1-3: seal surface with two treatments of single T&C
Y:1-3 $8,550 $8,550
02 ALW A-1
Alward Street
(Heritage to end)
A-ASP Review:
Plan:Y10+: resurface as required
Y:U10+5,668 $5,668
02 ARTH-1
Arthur Street
(Plank to end)
A-ASP Review:
Plan:Y10+: resurface as required
Y:U10+2,834 $2,834
02 DONN-1
Donnelly Drive
(Duke to Old Chapel)
A-ASP Review:some cracking, especially along edges; adjacent to res.
building lots - subject to future construction impacts
Plan:Y1-3: seal larger cracks (maint.); Y10+: resurface as
required
Y:U10+2,834 $2,834
02 DUKE-1
Duke Street
(Heritage to Donnelly)
A-ASP Review:adjacent paved church area along street
Plan:Y10+: resurface as required
Y:U10+2,834 $2,834
02 EAST-1
East Street
(Main to First)
A-ASP Review:
Plan:Y10+: resurface as required
Y:U10+5,668 $5,668
02 ELGI-1
Elgin Street
(Third to end)
A-ASP Review:
Plan:Y10+: resurface as required
Y:U10+2,834 $2,834
02 FIFT-1
Fifth Street
(Plank to end)
A-ASP Review:
Plan:Y1-3: Sign Review: install EOR / checkerboard sign at end
of paved road; Y10+: resurface as required
Y:U10+250 5,922 $6,172
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Road Section
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BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
Budget Estimates
Y1-3 Y4-6 Y7-9 Y10 Total
02 FIRS-1
First Street
(Plank to CPR Corridor)
A-ASP Review:
Plan:Y10+: resurface as required
Y:U10+8,502 $8,502
02 FOUR-1
Fourth Street
(CPR Corridor to Short)
A-ASP Review:
Plan:Y10+: resurface as required
Y:U10+5,668 $5,668
02 FOUR-2
Fourth Street
(Short to Plank)
A-ASP Review:
Plan:Y1-3: seal large cracks (maint.); Y10+: resurface as
required
Y:U10+2,834 $2,834
02 GHAM-1
Garnham Street
(Heritage to Hesch)
A-ASP Review:paved parking lanes between Heritage and Main
Plan:Y1-3: Sign Review: install school caution sign at south end
of road; Y10+: resurface as required
Y:U10+250 8,502 $8,752
02 HESC-1
Hesch Street
(east end to west end at school)
A-ASP Review:street extends west into school yard, west into private
driveway (exist. sign)
Plan:Y1-3: Sign Review: install EOR sign east end driveway,
school caution sign at school driveway; Y10+: resurface as
required
Y:U10+450 2,834 $3,284
02 MAIN-1
Main Street
(Old Chapel to Plank)
A-ASP Review:good condition, some cracks
Plan:Y1-3: seal large cracks (maint.); Y10+: resurface as
required
Y:U10+11,336 $11,336
02 MAIN-2
Main Street
(Plank to East)
A-ASP Review:good condition, some cracks
Plan:Y1-3: seal large cracks (maint.); Y10+: resurface as
required
Y:U10+5,668 $5,668
02 OLDC-1
Old Chapel Street
(Main to Donnelly)
A-ASP Review:
Plan:Y10+: resurface as required
Y:U10+5,668 $5,668
02 SAND-1
Sandytown Road
(Heritage to Plank)
A-ASP Review:some minor cracking along edges
Plan:Y1-3: patch edge cracks as required (maint.); Y10+:
resurface as required
Y:U10+17,005 $17,005
02 SECO-1
Second Street
(West to CPR Corridor)
A-ASP Review:
Plan:Y10+: resurface as required
Y:U10+2,834 $2,834
02 SHOR-1
Short Street
(Third to Fourth)
A-ASP Review:
Plan:Y10+: resurface as required
Y:U10+2,834 $2,834
02 THIR-1
Third Street
(Elgin to CPR Corridor)
A-ASP Review:
Plan:Y10+: resurface as required
Y:U10+11,336 $11,336
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Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
Budget Estimates
Y1-3 Y4-6 Y7-9 Y10 Total
02 W EST-1
W est Street
(Main to Third)
A-ASP Review:very good, except part between Main and Heritage not
repaved
Plan:Y1-3: asphalt resurface approx. 80 m between Main and
Heritage; Y10+: (W est north of Heritage) resurface as
required, est. 320m
Y:U10+6,105 9,070 $15,175
02 FOUR-3
Fourth Street
(Plank west to end)
C-GRA Review:confirm if FOUR-3 is municipal road allowance or private
laneway
Plan:Y1-3: Review: Determine municipal road status; if
municipal, consider extending pavement approx. 40 m,
Y7-9: Upgrade allowance
Y:1-3 5,529 $5,529
03- VIENNA
03 NORT-1
North Street
(Plank to Chapel)
A-ASP Review:pavement reasonably level, but extensive small cracks on
north part
Plan:Y4-6: resurface with single T&C or alternative
Y:4-6 10,152 $10,152
03 EDIS-2
Edison Drive
(Queen to bridge)
A-ASP Review:old asphalt with numerous small cracks; local access to
north side of Otter Creek, not needed if bridge closed
Plan:Y1-3: Review: delay upgrade until status of County bridge
is determined (future resurfacing cost in Y10+)
Y:REV 8,122 $8,122
03 EDIS-3
Edison Drive
(bridge to end)
A-ASP Review:old asphalt; 40% has surface distress, edge cracking;
future resurfacing needed
Plan:Y1-3: Review: delay upgrade until status of County bridge
is determined (future resurfacing cost in Y10+)
Y:REV 20,939 $20,939
03 ANNS-1
Ann Street
(Union to Edison)
A-ASP Review:
Plan:Y10+: resurface as required
Y:U10+12,690 $12,690
03 CENT-1
Centre Street
(Vienna to Fulton)
A-ASP Review:west extension of ER 41, some pavement cuts / patches
Plan:Y10+: resurface as required
Y:U10+12,690 $12,690
03 CENT-2
Centre Street
(Fulton north to end)
A-ASP Review:local access road, some cracking, pavement cuts /
patches, no signs or turn-around at end
Plan:Y1-3: Sign Review: install EOR checkerboard sign at end;
Y10+: resurface as required
Y:U10+250 12,690 $12,940
03 CHAP-1
Chapel Street
(Plank to est. 110m east of North St.)
A-ASP Review:a few cracks and patches on sloped area
Plan:Y1-3: seal cracks (maint.); Y10+: resurface as required
Y:U10+8,883 $8,883
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Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
Budget Estimates
Y1-3 Y4-6 Y7-9 Y10 Total
03 CHES-1
Chestnut Street
(Union to Elm)
A-ASP Review:a few large cracks, mostly between Queen and Elm
Plan:Y1-3: seal large cracks (maint.); Y10+: resurface as
required
Y:U10+7,614 $7,614
03 EDIS-1
Edison Drive
(Fulton to Queen)
A-ASP Review:connects to ER 41
Plan:Y10+: resurface as required
Y:U10+10,829 $10,829
03 ELMS-1
Elm Street
(Plank to Chestnut)
A-ASP Review:additional parking lane between Plank and Fulton
Plan:Y10+: resurface as required
Y:U10+22,842 $22,842
03 FRON-1
Front Street
(Plank to end)
A-ASP Review:no sign at end of street
Plan:Y1-3: seal large cracks (maint.), install EOR checkerboard
sign at end of street; Y10+: resurface as required
Y:U10+250 2,538 $2,788
03 FULT-1
Fulton Street
(Union to Centre)
A-ASP Review:
Plan:Y1-3: seal large cracks (maint.); Y10+: resurface as
required
Y:U10+6,768 $6,768
03 KING-1
King Street
(Water to North)
A-ASP Review:
Plan:Y10+: resurface as required
Y:U10+5,076 $5,076
03 OAKS-1
Oak Street
(Plank to Queen)
A-ASP Review:
Plan:Y1-3: seal large cracks (maint.); Y10+: resurface as
required
Y:U10+3,553 $3,553
03 OLDM-1
Old Mill Line
(Plank Road to end)
A-ASP Review:
Plan:Y10+: resurface as required
Y:U10+7,741 $7,741
03 OTTE-1
Otter Street
(Plank to end)
A-ASP Review:no sign at end of street
Plan:Y1-3: install EOR checkerboard sign at end of street;
Y10+: resurface as required
Y:U10+250 2,538 $2,788
03 PEAR-1
Pearl Street
(Centre to end)
A-ASP Review:no sign at end of street or turn-around
Plan:Y1-3: install EOR checkerboard sign at end of pavement
(start of laneway); Y10+: resurface as required
Y:U10+250 4,653 $4,903
03 PINE-1
Pine Street
(Fulton to end)
A-ASP Review:no sign at end of street or turn-around, house / laneway at
end of street
Plan:Y1-3: install EOR checkerboard sign at end; Y10+:
resurface as required
Y:U10+250 4,230 $4,480
03 QUEE-1
Queen Street
(Oak to Edison)
A-ASP Review:
Plan:Y10+: resurface as required
Y:U10+2,538 $2,538
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Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
Budget Estimates
Y1-3 Y4-6 Y7-9 Y10 Total
03 SNOW-1
Snow Street
(Fulton to end)
A-ASP Review:no sign at end of street or turn-around, house / laneway at
end of street
Plan:Y1-3: install EOR checkerboard sign at end; Y10+:
resurface as required
Y:U10+250 4,653 $4,903
03 SOPE-1
Soper Road
(Old Mill to Light Line)
A-ASP Review:generally good condition, some cracking, especially along
edges
Plan:Y10+: resurface as required
Y:U10+11,675 $11,675
03 UNIO-1
Union Street
(end south of Fulton to north end)
A-ASP Review:no signs or turn-arounds at north / south ends; adjacent
houses at both ends
Plan:Y1-3: install EOR checkerboard sign at end; Y10+:
resurface as required
Y:U10+250 12,690 $12,940
03 W ALN-1
W alnut Street
(Plank to North)
A-ASP Review:
Plan:Y10+: resurface as required
Y:U10+5,414 $5,414
03 W ATE-1
W ater Street
(Plank / W alnut to King)
A-ASP Review:
Plan:Y10+: resurface as required
Y:U10+2,538 $2,538
03 CHAP-2
Chapel Street
(est. 110m east of North to Chute)
B-T&C Review:T&C with numerous patches
Plan:Y1-3: install Gran. A, double T&C
Y:1-3 69,888 $69,888
03 CHUT-1
Chute Line
(Plank to just past Chapel)
B-T&C Review:maintain tar and chip surface, or slurry seal; hidden
intersection sign before Chapel
Plan:Y1-3: Sign Review: install "hidden intersection" sign on
Chute before Chapel; Y4-6: resurface with single T&C or
alternative
Y:4-6 250 6,660 $6,910
03 W ATE-2
W ater Street
(King south to Plank)
C-GRA Review:narrow (approx. 4.3m) gravel road along Otter Creek, has
rough areas, minimal drainage (within floodway)
Plan:Y7-9: Potential scenic route / creek park area; reconst.
road, widen to 6.0m, with gran. A/B, double T&C
Y:REV 31,860 $31,860
04 - PORT BURWELL
04 ADDI-2
Addison Street
(Cowper to Homer)
A-ASP Review:older road section with cracked, fragmented areas
Plan:Y1-3: resurface with double T&C (suggest resurfacing at
same time as ADDI-1 is upgraded)
Y:1-3 5,922 $5,922
04 ELIZ-1
Elizabeth Street
(Wellington north to end)
A-ASP Review:extensive cracking, utility patches; adjacent to future res.
building area; provides access to exist. housing
development
Plan:Y1-3: resurface with slurry seal (or equivalent)
Y:1-3 11,844 $11,844
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Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
Budget Estimates
Y1-3 Y4-6 Y7-9 Y10 Total
04 LIBB-1
Libbye Street
(Chatham to Park Entrance)
A-ASP Review:access road to Prov. Park, extensive cracking
Plan:Y1-3: reconst. poor base west of Addison to Park entrance
/ near Chatham, repave road section with asphalt
Y:1-3 22,876 $22,876
04 MILT-2
Milton Street
(Wellington to W aterloo)
A-ASP Review:level pavement, but extensive cracking; provides access to
seniors apt. building (Milton Towers)
Plan:Y1-3: upgrade and patch where needed, then resurface
with slurry seal (or equivalent)
Y:1-3 1,800 $1,800
04 PITT-2
Pitt Street
(Robinson to Erieus)
A-ASP Review:adj. to comm. area; older pavement with cracked areas,
paved shoulder for parking on north side, some utility
patches
Plan:Y1-3: upgrade and patch where needed, then resurface
with slurry seal (or equivalent)
Y:1-3 2,700 $2,700
04 SHAK-1
Shakespeare Street
(Wellington to Robinson)
A-ASP Review:older pavement with extensive cracks; provides access to
seniors apt. building
Plan:Y1-3: resurface with slurry seal (or equivalent)
Y:1-3 10,800 $10,800
04 STRA-1
Strachan Street
(Robinson to W aterloo)
A-ASP Review:older pavement with cracks, patches, some ponding on
pavement
Plan:Y1-3: repair ponding areas by draining to shoulder and
patching to level, then resurface with slurry seal (or
equivalent)
Y:1-3 8,614 $8,614
04 SUBM-1
Submariners Way
(Robinson to curve (remainder is
private street))
A-ASP Review:creek access under bridge; good construction with steel
guide rails; needs crack repairs
Plan:Y1-3: seal / patch large cracks, previously patched areas
(allowance); Y10+: resurface as required
Y:1-3 4,461 $4,461
04 ERIE-1
Erieus Street
(Brock to end)
A-ASP Review:older pavement, some edge cracking, generally good
Plan:Y4-6: resurface with single T&C or slurry seal
Y:4-6 2,284 $2,284
04 ERIE-2
Erieus Street
(Robinson to Brock)
A-ASP Review:generally good; review need for turn-around and barrier
fence at south end (former lake access)
Plan:Y4-6: resurface with single T&C or slurry seal
Y:4-6 14,382 $14,382
04 W ELL-1
W ellington Street
(Victoria to Elizabeth)
A-ASP Review:former County Road, curbs and sidewalk (south
side),some larger cracks, surface remains level
Plan:Y4-6: resurface with slurry seal (or equivalent)
Y:4-6 3,046 $3,046
04 W ELL-2
W ellington Street
(Elizabeth to McCord)
A-ASP Review:former County Road, some larger cracks, surface remains
level
Plan:Y4-6: resurface with slurry seal (or equivalent)
Y:4-6 9,137 $9,137
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Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
Budget Estimates
Y1-3 Y4-6 Y7-9 Y10 Total
04 MACN-1
MacNeil Court
(Elizabeth to end)
A-ASP Review:new subdivision access road (one exist. house), requires
final paving; confirm road has been assumed by Bayham
Plan:Y10+: Final paving to be completed as part of subdivision
development, no near-term upgrading anticipated
Y:REV $0
04 PITT-1
Pitt Street
(Robinson west to end)
A-ASP Review:access to submarine exhibit parking area; good pavement,
a few cracks; steep slope up to Robinson
Plan:Y7-9: resurface as required; Note: consider future
reconstruction / extension to entrance / road slope if
warranted by tourism / recreation uses
Y:REV 2,961 $2,961
04 ADDI-3
Addison Street
(Libbye to Cowper)
A-ASP Review:some cracking, but generally good
Plan:Y7-9: resurface as required
Y:7-9 14,805 $14,805
04 BROC-1
Brock Street
(Robinson to Erieus)
A-ASP Review:some utility patching, minor cracking in pavement
Plan:Y7-9: resurface as required
Y:7-9 5,753 $5,753
04 BROC-2
Brock Street
(Erieus to Strachan)
A-ASP Review:
Plan:Y7-9: resurface as required
Y:7-9 2,876 $2,876
04 BURW-1
Burwell Street
(Addison to Chatham)
A-ASP Review:
Plan:Y7-9: resurface as required
Y:7-9 2,961 $2,961
04 ELIZ-2
Elizabeth Street
(Wellington south to end)
A-ASP Review:turn-around has older, uneven wood posts, no steel barrier
Plan:Y1-3: install new wood posts and steel barrier at
turn-around; Y7-9: resurface as required
Y:7-9 800 8,883 $9,683
04 HANN-1
Hannah Street
(Victoria to Elizabeth)
A-ASP Review:
Plan:Y7-9: resurface as required
Y:7-9 3,130 $3,130
04 HURL-1
Hurley Lane
(Bridge Street to end)
A-ASP Review:harbour access road, good construction with steel guide
rails
Plan:Y7-9: resurface as required
Y:7-9 5,161 $5,161
04 MILT-1
Milton Street
(Waterloo to end)
A-ASP Review:very good cond., but no sign or turn-around at north end
Plan:Y1-3: install EOR checkerboard sign at end; Y7-9:
resurface as required
Y:7-9 250 5,076 $5,326
04 NEWT-1
Newton Street
(Strachan to Victoria)
A-ASP Review:
Plan:Y7-9: resurface as required
Y:7-9 7,614 $7,614
04 PITT-3
Pitt Street
(Erieus to Strachan)
A-ASP Review:some utility patching, minor cracking in pavement
Plan:Y7-9: resurface as required
Y:7-9 2,876 $2,876
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Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
Budget Estimates
Y1-3 Y4-6 Y7-9 Y10 Total
04 PITT-4
Pitt Street
(Strachan to end)
A-ASP Review:uneven wood posts at lake end, no pavement or
turn-around; utility patching, minor cracking in pavement
Plan:Y1-3: extend asphalt and const. paved turn-around area,
install new steel barrier, EOR checkerboard sign; Y7-9:
resurface as required
Y:7-9 6,400 11,506 $17,906
04 ROBI-1
Robinson Street
(Wellington to Hagerman)
A-ASP Review:downtown comm. area, road section extends from ER 42
south to beach
Plan:Y7-9: resurface as required
Y:7-9 16,074 $16,074
04 SOUT-1
Southey Street
(Addison to Chatham)
A-ASP Review:
Plan:Y7-9: resurface as required
Y:7-9 2,961 $2,961
04 STRA-2
Strachan Street
(Waterloo to W ellington)
A-ASP Review:
Plan:Y7-9: resurface as required
Y:7-9 4,442 $4,442
04 STRA-3
Strachan Street
(Wellington to Pitt)
A-ASP Review:
Plan:Y7-9: resurface as required
Y:7-9 2,876 $2,876
04 STRA-4
Strachan Street
(Pitt to end)
A-ASP Review:good pavement, checkerboard sign and steel barrier at
end; street adjacent to park but no turn-around
Plan:Y1-3: const. paved turn-around area using adjacent
grassed shoulders; Y7-9: resurface as required
Y:7-9 1,100 5,076 $6,176
04 TENN-1
Tennyson Street
(Addison to Chatham)
A-ASP Review:
Plan:Y7-9: resurface as required
Y:7-9 2,961 $2,961
04 VICT-1
Victoria Street
(Wellington to Pitt)
A-ASP Review:some patches, generally good
Plan:Y7-9: resurface as required
Y:7-9 5,753 $5,753
04 W ATL-1
W aterloo Street
(Robinson to Victoria)
A-ASP Review:minor cracks, generally good
Plan:Y7-9: resurface as required
Y:7-9 13,959 $13,959
04 W ILL-1
W illiam Street
(Victoria to Elizabeth)
A-ASP Review:
Plan:Y7-9: resurface as required
Y:7-9 2,876 $2,876
04 COWP-1
Cowper Street
(Addison to end)
B-T&C Review:some cracks, patching needed on west side of Chatham
Plan:Y4-6: resurface with single T&C or slurry seal
Y:4-6 4,230 $4,230
SPRIET ASSOCIATES - 2014.09.16 - 213200MB02_Appendix-B.wpd B-19
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Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
Budget Estimates
Y1-3 Y4-6 Y7-9 Y10 Total
04 ADDI-1
Addison Street
(Homer to end)
C-GRA Review:short section of gravel access road to park, continues
through park to Chatham as private road
Plan:Y1-3: widen to 7.0 m to match ADDI-2, add gran. A, grade
and compact, double T&C to create hard-surfaced road
Y:1-3 5,300 $5,300
04 BODS-1
Bodsworth Lane
(Pitt to end)
C-GRA Review:short (<50m) access road; poorly defined gravel surface
Plan:Y1-3: widen to min. 6.0 m road surface, excavate, gran. B
as needed, gran. A, double T&C; steel barrier on posts,
EOR sign
Y:1-3 6,778 $6,778
04 HOME-1
Homer Street
(Addison to Chatham)
C-GRA Review:narrow, single lane gravel street
Plan:Y1-3: trim tree branches, widen for min. 6.0 m road
surface, exc. soil, place gran. B as needed, gran. A,
double T&C
Y:1-3 8,458 $8,458
04 FAYE-1
Faye Street
(Libbye to end)
C-GRA Review:cottage access road
Plan:Y7-9: Review municipal road boundary, upgrade base,
widen to 6.0m, surface with double T&C, install EOR
checkerboard sign
Y:REV 8,458 $8,458
04 LIBB-2
Libbye Street
(Park Entrance to end)
C-GRA Review:cottage access road
Plan:Y7-9: Review municipal road boundary, upgrade base,
widen to 6.0m, surface with double T&C, install EOR
checkerboard sign
Y:REV 24,874 $24,874
05 - RICHMOND
05 CHUR-1
Church Street
(Richmond to end)
A-ASP Review:street extensively cracked, fragmented near church
parking lot, mail boxes; no EOR sign or turn-around (res.
laneway)
Plan:Y1-3: pulverize existing pavement, add Gran. A and grade,
resurface with asphalt; install EOR checkerboard sign at
end
Y:1-3 20,899 $20,899
05 JOHN-1
John Street
(Richmond to end)
A-ASP Review:extensive cracking, no warning sign at end
Plan:Y1-3: resurface with asphalt, install EOR checkerboard
sign at end
Y:1-3 15,057 $15,057
05 RICH-1
Richmond Road
(Heritage north to end)
A-ASP Review:extensive cracking, no warning sign at end; road narrows
to est. 5.2m past Hoover Valley; cable guide rail on west
side
Plan:Y1-3: resurface with asphalt, install EOR checkerboard
sign at end; widen narrow parts to 5.5-6.5m, if feasible on
res. lot side
Y:1-3 20,283 $20,283
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Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
Budget Estimates
Y1-3 Y4-6 Y7-9 Y10 Total
05 JAMS-1
James Street
(Heritage to end)
A-ASP Review:short, paved access lane (est. 9.1 wide road allowance)
with L-shaped turn-around at end, no warning signs
Plan:Y1-3: install 'No Exit' sign at start, EOR checkerboard sign
at end; Y10+: resurface as required
Y:U10+450 $450
05 HOOV-1
Hoover Valley Road
(Richmond to end)
C-GRA Review:gravel road constructed to residence; new house under
construction; some erosion
Plan:Y1-3: regrade ditches where required; Y7-9: upgr. to T&C
Y:1-3 3,439 2,439 15,812 $21,690
06 - EDEN
06 GRAY-1
Gray Street
(Plank to end)
A-ASP Review:good pavement, but very narrow surface (approx. 3.8m),
within narrow road allowance (approx. 6m); review
alternatives
Plan:Y1-3: Eng. Review: road widening alts., consider One-Way
streets, extend Gray (two-way) along RR to Eden, widen
Gray to Travis (two-way)
Y:REV 2,500 24,800 $27,300
06 TRAV-1
Travis Street
(Gray to Eden)
A-ASP Review:good pavement, but very narrow surface (approx. 3.8m),
within narrow road allowance (approx. 6m); review
alternatives
Plan:Y1-3: Eng. Review: road widening alternatives (with
GRAY-1, cost split for study); consider One-W ay streets
Y:REV 2,500 $2,500
06 EDEN-2
Eden Line
(Plank to former railway corridor)
A-ASP Review:
Plan:Y10+: resurface as required
Y:U10+12,182 $12,182
06 EDEN-3
Eden Line
(former railway corridor to Ridge)
A-ASP Review:
Plan:Y10+: resurface as required
Y:U10+15,228 $15,228
07 - CORINTH
07 GEOR-1
George Street
(Best to end)
A-ASP Review:numerous cracks and patches
Plan:Y1-3: pulverize existing pavement, add gran. A, resurface
with double T&C; install EOR checkerboard sign at end
Y:1-3 250 $250
07 HENR-1
Henry Street
(Best to end)
A-ASP Review:numerous cracks and patches
Plan:Y1-3: pulverize existing pavement, add gran. A, resurface
with double T&C; install EOR checkerboard sign at end
Y:1-3 250 $250
07 BEST-2
Best Line
(west side of Lot 5, Con. 9, to
Culloden (ER 46))
B-T&C Review:numerous cracks and patches
Plan:Y1-3: resurface with mircrosurface coating or equivalent
Y:1-3 11,844 $11,844
SPRIET ASSOCIATES - 2014.09.16 - 213200MB02_Appendix-B.wpd B-21
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Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
Budget Estimates
Y1-3 Y4-6 Y7-9 Y10 Total
07 BEST-3
Best Line
(Culloden (ER 46) to end of Corinth
urban area)
B-T&C Review:resurfacing in 2013; generally very good, some edge
cracking
Plan:Y1-3: asphalt edge repair (maint.); Y10+: resurface as
required
Y:U10+8,502 $8,502
08 - NORTH HALL
08 PETE-1
Peters Court
(Eden Line (ER 44) to end)
A-ASP Review:new subdivision with fully paved street and curbs, no
warning sign at end
Plan:Y1-3: install EOR checkerboard sign at end; Y10+:
resurface as required
Y:U10+250 $250
BUDGET TOTALS (from spreadsheet data)$1,891,639 1,766,018 1,397,892 547,521 $5,603,070
SPRIET ASSOCIATES - 2014.09.16 - 213200MB02_Appendix-B.wpd B-22
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Road Section
(Description)
BR - Boundary Road
Road
Surface
CODE
Review Notes
Upgrade Plans
Condition
Rating
CODE
Budget Estimates
Y1-3 Y4-6 Y7-9 Y10 Total
NOTES
BR Boundary Road
Y:1-3 Years 1 to 3
Y:4-6 Years 4 to 6
Y:7-9 Years 7 to 9
Y:U10+Year 10+
Y:100 Road Class 100
Y:REV Review Needed
A-ASP
B-T&C
C-GRA-1
C-GRA-2
C-GRA-3
EOR
RNM
Road costs are assumed to be split between municipalities.
Costs are calculated using 50% of the total road surface width.
Road in FAIR condition, road upgrades suggested primarily in years 1 to 3 (includes all granular-surfaced roads)
Road in GOOD condition, road upgrades suggested primarily in years 4 to 6.
Road in VERY GOOD condition, road upgrades suggested primarily in years 7 to 9.
Road has either been re-conditioned, based on recent resurfacing / reconstruction, or has a durable asphalt surface (typical in urban
areas). A budget is provided for Year 10, representing the start of a new cycle (Y10-12). Note that some asphalt roads and recently
upgraded tar and chip roads are not expected to require significant upgrading during this ten-year cycle.
Road has minimal use (estimated at less than 50 AADT), which limits potential road upgrades.
Road has special conditions and requires a more detailed review. Sections requiring an Engineering Review are indicated
ASPHALT road surface - high class bituminous (hot mix) pavement
TAR and CHIP road surface - surface treated roads; includes microsurfacing, slurry seals and other road treatments
GRAVEL roads - loose granular surface material
Gravel Road - Area 1 (north)
Gravel Road - Area 2 (central)
Gravel Road - Area 3 (south)
End of Road
Road Not Maintained
Note that road conditions may vary within a road section. Condition ratings and estimated costs are approximate, based on
information available at the time of review, and therefore may not be complete or applicable. As a result of calculation methods,
budgets appear as exact dollar amounts. However, all costs are intended as preliminary estimates and are only intended for planning
purposes. Similarly, road ratings and upgrade plans are strictly preliminary. All costs and road-based information should be
confirmed on site prior to undertaking any detailed project design or road construction. The timing for future road upgrades should be
periodically reviewed and updated to reflect changing conditions.
SPRIET ASSOCIATES - 2014.09.16 - 213200MB02_Appendix-B.wpd B-23
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BAYHAM ROAD NEEDS STUDY 2014 PROJECT REPORT
Municipality of Bayham
APPENDIX C
Map schedules in the Municipality of Bayham Official Plan identify designated Local and County roads.
The following Appendix C Figures should be read in conjunction with Table 2-1 in Section 2 of the Road
Needs Study report. The reference numbers that are indicated on the Official Plan maps are review items
listed in Table 2-1.
Figure C-1 Schedule 'A1' Land Use
Figure C-2 Schedule 'B' Straffordville
Figure C-3 Schedule 'C' Vienna
Figure C-4 Schedule 'D' Port Burwell
Schedule 'A2' Constraints is not included as it uses the same map base as Schedule 'A1'.
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 152 of 163
ROAD SYSTEM REVIEW - SCHEDULE A1, LAND USE, BAYHAM OFFICIAL PLAN (edited excerpt)
SPR IET ASS OCI ATES - 213200MC F01 - 2014.09.06
SOURCE: OFFICIAL PLAN OF THE MUNICIPALITY
OF BAYHAM, JANUARY 2012 (EDITED EXCERPT);
REFER TO COMPLETE PLAN FOR PLANNING
PURPOSES
BAYHAM R O AD NEE DS STU DY, M U NIC IPAL ITY OF B AYHAM
FI GURE C-1
Review Item No.
(see report text)
RO AD NE EDS STUD Y
A1-15
A1-18
A1-20
A1-16
A1-08
A1-13
A1-01
A1-12
A1-09
A1-07
A1-02
A1-04
A1-05
A1-17
A1-14
A1-06
A1-10
A1-11
A1-03
A1-04
A1-19
Staff Report PW 2014-019 regarding "Roads Needs Study". File...Page 153 of 163
FI GURE C-2
SPR IET ASS OCI ATES - 213200MC F02 - 2014.09.02 ROAD NE EDS ST UDY - M U NIC IPAL ITY OF B AYHAM
R OAD S YS T EM RE VI E W - SCHE D U L E B, ST R AF F OR D VILLE
SOURCE: OFFICIAL PLAN OF THE MUNICIPALITY OF BAYHAM, JANUARY 2012 (EDITED
EXCERPT); REFER TO COMPLETE PLAN FOR PLANNING PURPOSES
Review Item No.
(see report text)B-02
B-01
B-02
B-03
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FI GURE C-3
SPR IET ASS OCI ATES - 213200MC F03 - 2014.09.05 ROAD NE EDS ST UDY - M U NIC IPAL ITY OF B AYHAM
RO A D SY STE M R EV IE W - S C H EDU LE C, V IE N N A
SOURCE: OFFICIAL PLAN OF THE MUNICIPALITY OF BAYHAM, JANUARY 2012 (EDITED
EXCERPT); REFER TO COMPLETE PLAN FOR PLANNING PURPOSES
Review Item No.
(see report text)C-02
C-01
C-03
C-02
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FI GURE C-4
SPR IET ASS OCI ATES - 213200MC F04 - 2014.09.12 ROAD NE EDS ST UDY - M U NIC IPAL ITY OF B AYHAM
RO A D SY STE M R EV IE W - S C H EDULE D, P ORT BURWE L L
SOURCE: OFFICIAL PLAN OF THE MUNICIPALITY OF BAYHAM, JANUARY 2012 (EDITED
EXCERPT); REFER TO COMPLETE PLAN FOR PLANNING PURPOSES
Review Item No.
(see report text)C-02
D-08
D-01
D-11
D-04
D-07
D-05
D-09D-03
D-12
D-11
D-06
D-02
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