115 Walgreen Road, R.R.3. Carp, ON K0A 1L0 | T. 613-836-2184 | F. 613-836-3742

info@mcintoshperry.com | www.mcintoshperry.com

MEMORANDUM

To: Brett Gratrix, P.Eng. (City of Barrie)

From: Jacky Ho, P.Eng. (McIntosh Perry)

Date: February 28th, 2020

Re: Dunlop Street West from Sarjeant Drive to Anne Street North Utility Relocation Memo – Dunlop Street Widening

1.0 INTRODUCTION

McIntosh Perry Consulting Engineers Ltd. (MP) has been retained by the City of Barrie to complete a Schedule “C”

Municipal Class Environmental Assessment (MCEA) for Dunlop Street from Ferndale Drive North to Anne Street

North including intersection improvements. This project will be completed in conjunction with Ontario Ministry of

Transportation (MTO) Contract Number: CR 2017-E-0032 (Phase 2 – DD 3 Underpass Structures and Reconstruction

of Hwy 400 and Dunlop Street). MP is responsible to confirm findings of Phase 1 and 2 completed as part of the

MMATMP Update and undertake Phase 3 and 4 of the MCEA process in order to determine City’s transportation

needs on Dunlop Street West as well as complete the preliminary design of the preferred alternative identified

during the MCEA process.

The current design footprint of the Dunlop Street, and the ramp terminals has been based on the original

conceptual design found in the approved Transportation Environmental Study Report (TESR). MP has since further

refined the TESR design to for the Dunlop Street improvements, for Design Option A. This design alternative

includes road improvements between Sarjeant Drive and Anne Street. It follows closely with the TSER conceptual

design and the MTO approved right-of-way requirements. It is a design solution to improve the Dunlop Street

corridor and accommodate the MTO’s Dunlop Interchange project, while minimizing property impacts.

The purpose of this memo is meant to outline any potential conflicts with the proposed widening of Dunlop Street

and corresponding utilities that may need relocation and/or protection in the detail design.

2.0 UTILITIES AND POTENTIAL CONFLICTS

The Dunlop Street corridor has many utilities, both above and underground that will be reviewed in this memo to

document potential conflicts that will need to be resolved as the project progresses through the design stages. The

following section will outline the known utilities from circulation in the summer of 2019 and previous MTO Study

(PDR) as both projects are in conjunction with one another.

At the time of the circulation in summer of 2019, the following utilities notified us that there were no conflicts:

Cogeco, Enwave, Group Telecom, Telus, Toronto Hydro, Hydro One (no underground transmission facilities).

Utility Relocation Memo City of Barrie – Dunlop Street Widening

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All correspondence and markups received from the utility circulation can be found in Appendix A. The utility plan

can be found in Appendix B and the City of Barrie’s municipal infrastructure needs plan can be found in Appendix C.

2.1 Dunlop Street – Sarjeant Drive to Cedar Pointe Drive

2.1.1 City of Barrie

• 675 mm diameter concrete storm sewer, cover depth 1.2m crossing Dunlop Street (N-S) at Sarjeant Dr.

• 200 mm diameter D.I. water main, cover depth of 1.4m (north side)

• 2 x 300 mm diameter storm lead, cover depth of 1.1m crossing Dunlop Road (NW-SE)

• 2 x 375 mm diameter concrete storm sewer, cover depth of 1.3m crossing Dunlop

• 525 mm diameter storm sewer, cover depth of 1.1m along roadway (E-W)

• 525 mm diameter storm sewer, cover depth of 1.25m along intersection (N-S)

• 300 mm diameter concrete storm sewer, along intersection (N-S)

• 675 mm diameter storm sewer, cover depth of 1.6m (south side)

• 600 mm diameter A.C. sanitary sewer, cover depth 4.4m (north side)

• 200mm diameter sanitary sewer crossing Dunlop Street (N-S) and stub (E-W)

With the listed underground utilities, it is anticipated that some relocations will be required. With the widening of Dunlop

Street, the storm sewer infrastructure may be relocated as determined by the stormwater drainage design team. The

cover depths of the existing utilities will need to be confirmed in the later stages of the project to determine whether

relocation or protection is required. It was noted from a previous MTO study (PDR) that the existing watermain line and

storm sewer conflict with the reconstruction of the interchange. For further information, the City of Barrie’s municipal

infrastructure needs assessment plan can be found in Appendix C.

2.1.2 Bell

• Pedestal at 420 Dunlop St. West (north side)

• Pole at 420 Dunlop St. W (north side)

• 2 x Pedestal at 1 Sarjeant Dr.

• Pedestal at 404 Dunlop St. West

• Handhole at 395 Dunlop St. West

• Pedestal at 402 Dunlop St. West

• Handhole at 402 Dunlop St. West

• Fiber Distribution Interface at 380 Dunlop St. West

• OPI 401-4 at 380 Dunlop St. West

• 4D Manhole 5

• Underground conduit and buried cable

The above listed state the existing infrastructure for Bell along this section as per Bell markups. Locations and severity

of impact/conflict will need to be addressed by Bell in the detail design. Relocation, adjustments and/or protection

is anticipated to be required as there are potential conflicts with the reconstruction. Depths of buried conduit will

have to be confirmed through test pits to determine whether conduits need to be lowered underground or relocated,

Utility Relocation Memo City of Barrie – Dunlop Street Widening

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as not to impact the reconstruction of Dunlop Street West and boulevard design with the proposed road cross

section.

In addition to the markups provided by Bell, the utility plan as referenced from the MTO Study provided additional

utility lines. However as per the utility plan, “any utility lines with a (QL’D’) designation could not be filed located and

is positioned on the map as accurately as possible by records only”.

2.1.3 Rogers

• Joint use pole at 416 Dunlop St. West

• Hydro pole

• Spare buried coaxial cable

• Buried coaxial cable

• Aerial coaxial cable

• Buried fibre cable

• Aerial fibre cable

• Joint use pole at 391 Dunlop St. West

• Rogers Ground level box at 396 Dunlop St. West

• Rogers pedestal at 396 Dunlop St. West

• 2 x manhole at 396 Dunlop St. West

• Pedestal at 4 Cedar Pointe Drive

The above existing Rogers utilities are portrayed on Roger’s markup of the study area. Relocation will be anticipated,

as Roger’s states that the standard depth of their existing plant is 1 m. Rogers may have to lower their plant in order

to achieve a 1 m vertical clearance from proposed roadway cross section. As identified in the PDR, the Rogers buried

coaxial and fibre cable conflict with the reconstruction of the interchange and relocation is required. It is also noted

that Rogers plant is currently under construction.

2.1.4 Alectra

• 7 poles on Dunlop St. West

• 2 poles on Sarjeant Dr.

• 3 U/G Transformer along Dunlop St. West

• 1 U/G transformer on Sarjeant Dr.

• U/G primary cable

• Trench location for Alectra utilities cable

Based on the markup received from Alectra, the poles are located along the property line of the City’s existing Right-

of-Way (ROW). The underground transformers and primary cables are not within the City’s ROW on Dunlop St.

except for along Sarjeant Drive. Relocation plans is anticipated to be required as some of Alectra’s infrastructure

conflicts with the proposed design.

Utility Relocation Memo City of Barrie – Dunlop Street Widening

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2.1.5 Enbridge

Enbridge submitted drawings providing the general location of their gas plant and would require detailed drawings

to be submitted before approval. As per these drawings, a gas main is located on the north side of Dunlop St. W,

3.6m offset to the south from the existing City’s ROW. Another gas main is located on the south side of Dunlop St.

W with an offset of 3.7m to the north of the existing City ROW. These two gas mains connect, crossing Dunlop Street.

The MTO Study (PDR) utility plans show a gas main on the north side of Dunlop St. from the intersection of Cedar

Pointe Dr. A gas main is also shown on the south side of Dunlop Street. As part of the Utility meeting for the PDR,

Enbridge had noted that they have a 4-inch plastic gas main near the intersection of Cedar Pointe Drive and Dunlop

Street. It was also noted that potential relocation or protection is dependant on the finalized proposed layout and

design.

2.2 Dunlop Street – Cedar Pointe Drive to West of Hart Drive West Side

2.2.1 City of Barrie

• 600 mm diameter A.C. sanitary sewer, cover depth 4.0m – 4.5m (north side at Cedar Pointe Dr.)

• 200 mm diameter D.I. water main, cover depth of 1.4m (north side at Cedar Pointe Dr.)

• 450 mm diameter concrete storm sewer, insulated (north side on Cedar Pointe Dr.)

• 250mm diameter storm lead, cover depth 1.7m (southeast corner at Cedar Pointe Dr.)

• 250mm diameter storm lead, cover depth 1.5m (southeast corner at Cedar Pointe Dr.)

• 300mm diameter storm (southeast corner on Cedar Pointe)

• 760mm diameter A.C. industrial trunk sanitary sewer (N-S on structure)

• 1400mm diameter tunnel liner, cover depth 8.0m (N-S on structure)

• 150mm diameter watermain, cover depth 1.6m (west of Hart Dr.)

• 1200mm x 1800mm culvert, cover depth 4.0m (NW at the intersection of Hart Dr.)

• 300mm diameter storm sewer, cover depth 1.6m (NW across intersection of Hart Dr.)

City of Barrie utilities conflicts with the reconstruction of Dunlop Street West. As mentioned in the MTO PDR, existing

sanitary sewer conflicts with the replacement of the bridge, and relocation will be required. The water main and storm

sewer near Hart Drive conflicts with the reconstruction of the interchange. It was also noted that field verification of the

watermain could not be located on the east side of the intersection of Cedar Pointe Drive. For further information, the

City of Barrie’s municipal infrastructure needs assessment plan can be found in Appendix C.

2.2.2 Bell

• Pedestal at 356 Dunlop St. West

• Pedestal OPP at 354 Dunlop St. West

• 4D manhole 4 at 354 Dunlop St. West

• 4D manhole 3, manhole 2, manhole 1-1

• Pedestal at 304 Dunlop St. West

• Pedestal at 297 Dunlop St. West

• Pedestal at 5 Hart Dr.

Utility Relocation Memo City of Barrie – Dunlop Street Widening

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• Underground conduit and buried cable

Relocation will be needed along this section as the Bell infrastructure conflicts with the proposed replacement of the

bridge as well as the reconstruction of the road and interchanges. Coordination with Bell will be required once the

geometry and general layout is finalized for Bell to proceed with relocation drawings. It is also noted on MTO PDR

that Rogers plant is running in Bell duct along Dunlop Street West.

2.2.3 Rogers

• Existing spare buried coaxial cable along Dunlop St. West

• Pedestal on Dunlop St. West

• 2 x manhole on Dunlop St. West

Relocation of the above noted infrastructure is anticipated due to the widening of the Dunlop Street West.

Confirming with the PDR, relocation is required. As stated previously, Roger’s plant is under construction and thus

coordination with Rogers will be required for relocation updates.

2.2.4 Alectra

• 3 poles on Dunlop St. West

• 1 U/G Transformer on Dunlop St. West

• U/G primary cable

• Trench location for Alectra utilities cable

Alectra poles are within the City’s ROW along this section, as well as underground cable crossing Dunlop Street

West. A relocation plan will need to be provided for the poles and possibly some of the underground

transformers.

2.2.5 Enbridge

The gas main discussed in section 2.1.5 crosses the Cedar Pointe Drive intersection from the north of Dunlop

Street West along Cedar Pointe Drive. In addition, as mentioned in the PDR, the existing Enbridge utility also

conflicts with the replacement of the culvert and reconstruction interchange at Cedar Pointe Drive.

Just west of the Hart Drive and Dunlop intersection, the PDR utility plan shows a gas main crossing Dunlop

Street West. Enbridge will need to review and confirm whether utility relocation or protection is required along

this section. The drawings obtained from Enbridge shows a gas main offset of 0.9m from the property line at

304 Dunlop Street West, but does not cross south to 297 Dunlop Street West as it shows on the PDR utility

plans.

2.3 Dunlop Street – East of Hart Drive to West of Anne Street

2.3.1 City of Barrie

• 150mm diameter water main, cover depth 1.6m (E-W)

• 200mm diameter D.I. water main, cover depth 2.3m (N-S at Hart Dr.)

• 1200mm x 1800mm culvert, cover depth 4.0m (NW at the intersection of Hart Dr.)

• 1800mm diameter concrete storm sewer, cover depth 3.2.m (N-S at Hart Drive)

Utility Relocation Memo City of Barrie – Dunlop Street Widening

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• 300mm diameter storm sewer, cover depth 1.6m (NW across intersection of Hart Dr.)

• 225mm diameter storm sewer, cover depth 1.0m (E-W)

Relocation and protection will be required as the storm sewer and water main conflicts with the reconstruction of the

interchange as mentioned in the MTO PDR. It was also noted that the 200mm watermain was unable to be field verified.

For further information, the City of Barrie’s municipal infrastructure needs assessment plan can be found in Appendix C.

2.3.2 Bell

• Pedestal at 285 Dunlop St. West

• Pedestal R at 281 Dunlop St. West

• Pedestal at 281 Dunlop St. West

• Pole at SW corner of Anne St. and Dunlop St. West

• 4D manhole 1 at NW corner of Anne Street and Dunlop St. West

• Underground conduit and buried cable

As similarly discussed in section 2.1.2 and 2.2.2, utility relocation, adjustments and protection will be required

due to the road reconstruction widening along this section. Location of infrastructure will need to be confirmed

by Bell during circulation.

2.3.3 Rogers

• Hydro pole at 12 Hart Drive

• Buried coaxial cable

• Aerial coaxial cable

• Spare buried coaxial cable

• Hydro pole at 290 Dunlop St. West

• Hydro pole at 285 Dunlop St. West

• Pedestal at 292 Dunlop St. West

• Rogers building attachment at 284 Dunlop St. West

• 3 x manhole at 280 Dunlop St. West

It is noted that PDR utility plan that Rogers record indicate plant is running in Bell duct along Dunlop. Coordination will be

required between Bell and Rogers to determine relocation and planning of the underground plant.

2.3.4 Alectra

• 3 poles on Dunlop St. West

• 2 poles on Hart Dr.

• 2 U/G Transformer on Dunlop St. West

• 1 U/G Transformer on Hart Dr.

• U/G primary cable

• Trench location for Alectra utilities cable

Utility Relocation Memo City of Barrie – Dunlop Street Widening

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As stated previously, a relocation plan will be required as Alectra poles are within the City’s existing ROW and

conflicts with the proposed design. Although the underground transformers are not within the City’s existing ROW,

potential relocation may be required as per Alectra’s plans.

2.3.5 Enbridge

The gas main discussed in section 2.2.5 at 304 Dunlop Street West continues along the northside of Dunlop

Street to the east to Anne Street. A gas main along Hart Drive, with an offset of 3m to the west from 285 Dunlop

Street West continues north connecting to the previously discussed gas main, crossing Dunlop. As stated

previously, Enbridge will have to review and comment on whether protection and/or relocation is required.

3.0 NEXT STEPS

Proceeding through preliminary and detail design, the circulation of the design plans should follow for all the stated

utilities in this memo. Coordination with all affected parties will be required to discuss the potential conflicts and

relocation and daylighting plans in order to mitigate risk of unexpected utility conflicts in detail design.

Utility Relocation Memo City of Barrie – Dunlop Street Widening

APPENDIX A – Utility Circulation Correspondence

Bell Canada Municipal Operations Centre - C/O TELECON DESIGN INC.

7777 Weston Rd,

Vaughan, Ontario L4L 0G9

Ph: (905) 569-2882

APPLICATION FOR PLANT LOCATION AND CONSENT

Applicant: Mcintosh Perry

Mark Up #: 78262

Applicant Ref #: N/A

Location: Dunlop St W from Ferndale Rd N to Anne St

Switching Center/NNX: Barrie/722

Date Received from Applicant: 2019-07-10

Marked By: THUY DANG

APPLICATION FOR PLANT LOCATION AND REQUEST

Existing and/or proposed Bell Canada underground plant are indicated on the attached plan

Our records show no existing and / or proposed underground plant within 2m of your proposed installation

Conflict indicated

Meets with our approval

Not for PUCC approval - Mark up only

If within 1 meter of Bell plant, hand dig

REMARKS: Call for locates 1.800.400.2255. Tie-in measurements are a guideline only and physical

verification may be required by applicant to determine the true separation between plants. Maintain clearance of 0.6m. Hand dig when crossing Bell plant.

PROCEDURES TO FOLLOW:

1. Request locates prior to construction 1-800-400-2255 2. If exact location and depth are critical - test pits are recommended 3. Bell Canada plant location information is approximate 4. If the location of your proposed design changes, it will be necessary to re-apply 5. Permits expire six (6) months from approval date

Signature: THUY DANG

______________________________

Date: September 20,2019

________________

OVERHEAD PLANT NOTSHOWN ON DRAWING.

THE ACCOMPANYING DATA IS SU PPLIEDAS A MATTER OF COU RTESY AND IS INNO WAY TO BE TAKEN, ASSOCIATEDWITH OR IN PLACEMENT OF COPIES OFTHE OFFICIALLY SIGNED AND SEALEDDOCU MENTS. THE DATA IS PROVIDED“AS IS” WITHOU T A WARRANTY OF ANYKIND EITHER EXPRESSED OR IMPLIED.ANY PERSON(S) MAKING U SE OF ORRELYING U PON THIS DATA IS/ARERESPONSIBLE FOR CONFIRMING ITSACCU RACY AND COMPLETENESS.THESE FILES DO NOT INCLU DE A

PROFESSIONAL ENGINEER’S STAMPONTHE DRAWINGS, AND ONLY DRAWINGSWITH SU CH STAMPS ARE TO BE

CONSIDERED AS TRU E AND FINAL ASISSU ED BY OU R OFFICE.

PRIOR TO ANY EXCAVATION:CALL BEFORE YOU DIG

CONTACT ONTARIO ONE CALL @1 800 400-2255 OR www.on1call.com

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EGD File Number: 23027784 Re: Dunlop EA - Utility Markup Circulation - Enbridge

o By law utility locates must be obtained prior to starting any excavation or ground disturbance activity, such as pile driving, boring, auguring or digging.

o Contact Ontario One Call at 1-800-400-2255 or www.on1call.com at least 5 business days before beginning work to obtain utility locates. o Please refer to the “Third Party Requirements In the Vicinity of Natural Gas Facilities” for requirements and precautions for working safely

in the vicinity of natural gas pipelines. The most recent version of this document is available at: https://www.enbridgegas.com/~/media/Extranet-Pages/Safety/Before-you-dig/Third-Party-Requirements-in-the-Vicinity-of-Natural-Gas-Facilities

o Enbridge’s responses are based on the information available and are valid for a period of 6 months from issue.

VITAL MAIN

You are working within 3m of a Vital Main Pipeline. In order to accommodate Enbridge vital main standby requirements, our Damage

Prevention department must be contacted a minimum of three business days prior to commencing any excavation at 1-866-922-3622 to

schedule a site meeting.

NEB PERMIT REQUIRED

When crossing or working within 30m of the right-off-way of an NEB regulated natural gas pipeline, a permit must be obtained from the pipeline

company (attached).

Completed permit applications may be submitted to the Enbridge Gas Distribution Inc. NEB Engineer at ngtl@enbridge.com

Completed permit applications may be submitted to the Enbridge Gas Distribution Inc. NEB Engineer at 2193914canadalimited@enbridge.com

CONFLICT

We have an OBJECTION to your proposed plant as indicated. Please refer to the attached drawings for information on our existing or proposed gas

plant.

You must submit a revised design for our approval that meets the requirements detailed in the Third Party Requirement book before proceeding.

If relocation of our plant is required, please contact:

Toronto Region Jaclyn Mui 416-495-7222 jaclyn.mui@enbridge.com

Central Region West Meetpal Chhina 905-458-2159 meetpal.chhina@enbridge.com

Central Region East Ashu Kahol 905-927-3017 ashu.kahol@enbridge.com

Niagara Region Rhonda Nicholson 905-641-4815 rhonda.nicholson@enbridge.com

Eastern Region Ottawa Sonia Padamadan 613-748-6861 sonia.padamadan@enbridge.com

Easement Crossing Anissa Trenholm 416-753-6937 anissa.trenholm@enbridge.com

NO-CONFLICT

We have NO OBJECTION to your proposed plant as indicated. Please refer to the attached drawings for information on our existing and/or proposed

gas plant. GAS MAINS MUST BE FIELD LOCATED. Before digging, please call ONTARIO ONE CALL at 1-800-400-2255 for free gas locates.

GENERAL LOCATION

Refer to the attached drawings for information on our existing and/or proposed gas plant within the road allowance.

The information provided is for GENERAL LOCATION ONLY and is not an approval. Detailed plans must be submitted for our review before an

approval will be granted.

Kind Regards,

Enbridge Gas Distribution Inc. Mark-ups@enbridge.com 500 Consumers Rd. North York, ON, M2J 1P8 Canada www.enbridge.com/gas

Plotted By: 7/12/2019 4:38:12 AMMoheswarRao Simadri

HIGHW

AY 90

SPROULE DRIVE

DUNL

OP ST

REET

FERNDALE INDUSTRIAL DRIVE

1.0m

3.6m

3.7m

0.6m0.6m

3.7m

3.7m

0.9m

3.6m

3.7m

4.2m E/HP

8.2 m W/EBL

1.9 m E/HP

4.5 m W/HP

3.5 m E/HP

NPS 6

SC IP

5-61-1

35 to

138

5-59-38 to 40

NPS 2 PE IP

5-41-102

NPS 4 SC IP

5-41-102

NPS 4 SC IP

NPS 2 PE IP

5N515-6

5N515-6

NPS 1 1/4 PE IP

5-65-142 to 144

NPS 4 SC IP

5-36-38

NPS 2 SC IP

5-39-126

NPS 2 SC IP

NPS 2 PE IP5-42-56

NPS 4 SC IP

5-36-36

5-56-66 to 67

NPS 4 SC IP

5-65-142 to 144

NPS 4 SC IP

NPS 4 PE IP

5N515-6

NPS 2 PE IP

5-192-55

5N823-4

NPS 2 PE IP

5N823-5

NPS 2 PE IP

NPS 4 PE IP

5N0823-4

NPS 4 PE IP

5N0823-5

010664

020667

022535

3664434

T

T

T

T

T

NPS 1 1/4 PE IP

5-133-92

5-70-98

NPS 1/2 PE IP

5-192-113

NPS 1 PE IP

5-193-10

NPS 1 PE IP

5-193-12

NPS 1 PE IP

5-84-70

5-193-6

NPS 1 1/4 PE IP

5-53-27

5-171-84

5-193-16

K

K

K

K

K

K

!(3751!(4198

!(4197

!(4190

!(1206

!(609!(1416

!(1282

!(608

!(1207

!(1283

!(4977

!(4979

!(4980

!(4978

!(5271

!(5277

!(5279

!(5487

!2(

!2(

!2(

DUNLOP ST

FERNDALE DR

SPROULE DR

FERNDALE INDUSTRIAL DR

ELLIOTT AVE

LENNOX DR

CENTER ST

¯ Date Plotted:

Note : Map is not to scale.

Plotted By: 7/12/2019 4:41:52 AMMoheswarRao Simadri

LENNOX DRIVE

DUNLOP STREET

FERNDALE DRIVE

SARJEANT DRIVE

ELLIOTT AVENUE

3.6m

3.7m

3.7m

3.6m

3.7m

3.7m

3.7m

2.4m

3.7m

3.7m

3.6m

3.7m

3.7m

0.9m

3.5m

3.7m

3.7m

3.7m

3.6m

3.7m

0.7m N/HP

1.8m

1.5m W/WBL

1.5m

W/W

BL

4.2m E/HP

8.2 m W/EBL

1.9 m E/HP

5-41-102

NPS 4 SC IP

5-41-102

NPS 4 SC IP

5-41-102

NPS 4 SC IP

5-134-104

NPS 2 SC IP

5-48-63

NPS 2 PE IP

NPS 4 SC IP

5-64-26

5-39-126

NPS 2 SC IP

NPS 2 PE IP

5-66-11 to 12

5-65-142 to 144

NPS 4 SC IP

5-36-38

NPS 2 SC IP

5-39-126

NPS 2 SC IP

NPS 4 SC IP

5-36-36

5N0654-1

NPS 2 PE IP

NPS 2 PE IP

5N0654-1

NPS 2 SC IP

5-39-126

NPS 2 PE IP

5-66-11 to 12

5-65-142 to 144

NPS 4 SC IP

NPS 1 1/4 PE IP

5-86-67

5-65-1

46NP

S 4 SC

IP

NPS 1 1/4 PE IP

5-66-113

NPS 4 SC IP

5-64-26

5-66-1

14NP

S 1 1/

4 PE I

P

NPS 4 PE IP

5N0823-4

NPS 4 PE IP

5N0823-5

NPS 2 PE IP

5-64-30

022536

010664

020667

022535

8520273

T

T

T

T

T

NPS 1 1/4 PE IP

5-133-92

5-70-98

NPS 1 1/4 PE IP

5-151-53

NPS 1 PE IP

5-181-145

NPS 1/2 PE IP

5-192-113

NPS 1 PE IP

5-193-12

NPS 1 PE IP

5-84-70

5-193-6

NPS 1 1/4 PE IP

5-53-27

5-171-84

5-193-16

NPS 2 PE IP

5-125-61

K

K

K

K

K

K

K

K

K

K

K

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!(3751

!(4534

!(4532

!(1400

!(1399

!(1206

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!(1044

!(1282

!(735

!(1398

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!(5271

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DUNLOP ST

FERNDALE DR

LENNOX DR

SARJEANT DR

ELLIOTT AVE

UNKNOWN

CEDA

R PO

INTE

DR

FERNDALE INDUSTRIAL DR

UNKNOWN

¯ Date Plotted:

Note : Map is not to scale.

Plotted By: 7/12/2019 4:43:23 AMMoheswarRao Simadri

HART DRIVE

HART

DRI

VE

HIGHWAY 400

DUNLOP STREETVESPRA STREET

CEDA

R PO

INT D

R

1.8m

3.6m

3.7m

3.7m

0.6m

3.0m

3.6m

3.7m

0.4m

0.6m

3.7m

4.0m E/EBL

2.4m N/NBL

2.4m E/EBL

1.8m S/SBL

16.5m S/SBL

0.7m N/HP

1.8m

2.4m S/SBL

2.4m S/SBL

3.0m W/W

BL

1.5m W/WBL

1.5m

W/W

BL

1.5m N/NBL

3.2m W/WBL

4.2m

N/NB

L

3.0m

N/NB

L

4.5m S/SBL

5-134-104

NPS 2 SC IP

5-48-63

NPS 2 PE IP

5-81-38NPS 2 PE IP

5-81-36

NPS 2 PE IP

NPS 2 PE IP

5N266-3

NPS 2

PE IP

5-63-6

5 to 66

NPS 4 SC IP

5-65-146

NPS 4 SC IP

5-64-26

5-39-126

NPS 2 SC IP

5-65-142 to 144

NPS 4 SC IP

5-39-126

NPS 2 SC IP

5N623-1NPS 2 PE IP

5N623-1NPS 2 PE IP

NPS 2 SC IP

5-39-126

5-68-52NPS 1 1/4 PE IP

5-65-1

46NP

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IP

NPS 1 1/4 PE IP

5-86-67

NPS 1 1/4 PE IP

5-86-66

5-86-65

NPS 1 1/4 PE IP

NPS 1 1/4 PE IP

5-86-63

NPS 1 1/4 PE IP

5-86-64

NPS 1 1/4 PE IP5-104-84

NPS 1 1/4 PE IP5-104-83

5-65-1

46NP

S 4 SC

IP

5-66-115NPS 1 1/4 PE IP

NPS 1 1/4 PE IP

5-66-113

NPS 4 SC IP

5-64-26

NPS 1 1/4 PE IP

5-86-61

5-86-6

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NPS 2 PE IP

5-64-30

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8520273

T

T

NPS 1 1/4 PE IP

5-67-132 to 135

NPS 1 1/4 PE IP

5-68-4

NPS 2 PE IP

5-125-61

K

K

K

K

K

K

K

K

K

K

K

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!(4534

!(4532

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!(1399

!(1044

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!(1398

!(1343

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!(5783

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DUNLOP ST

HART DR

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DR

VESPRA ST

SARJEANT DR

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400

UNKNOWN

¯ Date Plotted:

Note : Map is not to scale.

Plotted By: 7/12/2019 4:45:28 AMMoheswarRao Simadri

HART DRIVE

ANNE STREET

ANNE STREET

HIGHWAY 400

HENRY STREET

DUNLOP STREET

GEORGE STREET

DUNLOP STREET

CEDA

R PO

INT D

RIVE

1.8m

1.8m

4.5m

4.5m

3.7m2.7m

2.7m

4.9m

5.2m

3.0m

1.8m

3.4m

0.9m N/NCL

3.0m

3.0m

1.8m

3.7m

4.9m2.2m

3.2m N/NBL

2.5m N/NBL

8.7m W/WBL

18.2m W/WBL

12.8m

W/W

BL

4.8m

W/WB

L

3.7m

W/WB

L3.7

m W/

WBL

4.0m E/EBL

2.4m N/NBL

1.8m S/SBL

16.5m S/SBL

3.2m W/WBL

4.2m

N/NB

L

3.0m

N/NB

L

1m S

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1.2m S/FH

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IP

5-11-32

NPS 6 SC IP

NPS 2 SC IP

5-13-50

NPS 2 SC IP

5-13-50

5-64-144

NPS 2 PE IP

5-11-30

NPS 6 SC IP

NPS 6 SC IP

5-11-30

5-12-121

NPS 12 SC IP

5-12-136

5-18-150

5-60-31

NPS 2 SC IP

5-11-36

NPS 12 SC IP

5-18-150

NPS 2 SC IP

NPS 2 PE IP

5-50-144

5-186-124

5-61-73 to 75

NPS 2 PE IP

NPS 2

PE IP

5-63-6

5 to 66

5-13-82

NPS 2 SC IP

5N44-1NPS 1 1/4 PE IP

5-68-1

27NP

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IP

NPS 4 SC IP

5-65-146

5-70-142

NPS 1 1/4 PE IP

5-68-52NPS 1 1/4 PE IP

5-68-5

3NP

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4 PE I

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5-65-1

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NPS 1

1/4 P

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5-70-1

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5-69-9

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NPS 1

1/4 P

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NPS 1 1/4 PE IP

5-86-67

NPS 1 1/4 PE IP

5-86-66

5-86-65

NPS 1 1/4 PE IP

NPS 1 1/4 PE IP

5-86-63

NPS 1 1/4 PE IP

5-86-64

NPS 1 1/4 PE IP

5-86-61

5-86-6

1NP

S 1 1/

4 PE I

P

NPS 1 1/4 PE IP5-86-61

NPS 2 PE IP

5-73-126

NPS 1 1/4 PE IP

5-75-75

5-75-74

NPS 1 1/4 PE IP

5-75-74

NPS 1 1/4 PE IP

010774

010775

010776

010777

010782

010783

T

T

T

T

T

T

NPS 1 1/4 PE IP

5-69-113

5-103-140

NPS 1 1/4 PE IP

5-69-135

NPS 1 1/4 PE IP

5-65-97

NPS 1 1/4 PE IP

5-93-95 to 107

5-101-118

NPS 1 1/4 PE IP

5-68-4

NPS 1 PE IP

5-192-121

K

K

K

K

K

K

K

K

K

K

K

K

K

!(1674

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!(43

!(2115

!(35

!(1342

!(45

!(46

!(1418

!(34

!(1343

!(5773

!(5774

!(5777

!(5779

!(5780

!(5785

!(5787

!(5789

!(5791

!(5792

!(5796

NBT

NBT

NBT

NBT

!2(

!2(!2(

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5-192-12740

0

DUNLOP ST

UNKNOWN

ANNE ST

HART DR

GEORGE ST

HENRY STCE

DAR

POIN

TE D

R

PERRY ST

VESPRA ST

UNKN

OWN

UNKN

OWN

400

UNKNOWN

¯ Date Plotted:

Note : Map is not to scale.

Plotted By: 7/12/2019 4:47:13 AMMoheswarRao Simadri

ANNE ST

THOMAS ST

BOYS STREET

ANNE STREET

BOYS STREET

ANNE STREET

PERRY STREET

PERRY STREET

HENRY STREET

HENRY STREET

HENRY STREET

DUNLOP STREET

DUNLOP STREET

DUNLOP STREET

FRANCES STREET

3.7m

3.7m

2.7m

4.9m

5.2m

1.2m

5.2m

1.8m

3.6m

4.0m

1.2m

1.2m

3.0m

1.2m

3.4m

1.2m

1.2m

1.2m

1.8m

3.4m

0.9m N/NCL

3.0m

1.8m

3.7m

0.9m 1.2m3.9m

1.2m W/EPOLES

5.1m

4.9m

2.2m

5.1m

5-61-73 to 75

NPS 2 PE IP

NPS 2 PE IP

5-73-109

5-32-60

NPS 2 SC IP

5-11-30

NPS 6 SC IP

NPS 6 SC IP

5-11-30

5-12-121

NPS 12 SC IP

NPS 2 SC IP

5-10-81

NPS 12 SC IP

5-12-121 5-13-39

NPS 2 SC IP

5-15-22

NPS 2 SC IP

5-13-34

NPS 2 SC IP

5-13-88

NPS 2 SC IP

NPS 2 SC IP

5-13-86

5-11-109

5-45-76

NPS 2 SC IP

5-11-35

NPS 12 SC IP

5-12-84

NPS 2 SC IP

5-12-84

NPS 2 SC IP

NPS 2 SC IP

5-11-107

5-12-136

5-18-150

5-60-31

NPS 2 SC IP

5-11-36

NPS 12 SC IP

5-18-150

NPS 2 SC IP

NPS 2 PE IP

5-50-144

5-186-124

5-13-82

NPS 2 SC IP

5N44-1NPS 1 1/4 PE IP

5-11-15

NPS 12 SC IP

5-50-28

NPS 2 PE IP

5-12-124

NPS 12 SC IP

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NPS 2 SC IP

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010777

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010783

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TT

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5-101-118

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K

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5-192-127 DUNLOP ST

ANNE ST

HENRY ST

BOYS ST400

PERRY ST

DONALD ST

FRANCES ST

THOMAS ST

HART DR

VESPRA ST

UNKNOWN

WELLINGTON ST

400

PERRY ST

BOYS ST

UNKNOWN

¯ Date Plotted:

Note : Map is not to scale.

Rogers Communications Outside Plant Engineering

244 Newkirk Rd

Richmond Hill, ON, L4C 3S5

August 2, 2019 Applicant:

August 16, 2019

S191271 Applicant Job No.: N/A

No Conflict

X No Conflict

For your Reference

EXTREME

CAUTION

CONFLICT

X CAUTION Rogers Communications has aerial plant in this area, as it is indicated on the attached plans.

X CAUTION

Note Proposed Fiber Optic Cable in a joint use duct structure .

X Note Plant currently under construction.

X Note

X Note Locates are still required. Call for locates at 1-800-738-7893

X Note Hand dig / Vac truck when crossing, or within 1.0m of existing Rogers plant.

X Note Plant is to Approximation.

August 16, 2019

DATE

289-657-8017

Please inform Rogers Communications a minimum of 6 - 12 months in advance of the proposed construction

schedule in order to coordinate our plant relocation.

Rogers Communications currently has existing plant as marked on your drawing. Our standard depth in this

municipality is: 1m.

Please ensure you maintain clearances of 1.0m vertically and 1.0m horizontally.

Use vactruck and expose ducts, maintain minimum of 1.0m clearance.

Markup Response Form

CAD Tech

Rogers Communications has reviewed your drawing(s) as requested and returns one marked-up copy.

Our comments follow below with an "X" indicating Rogers' stance on your proposed plan.

McIntosh Perry

Mabin Mathew

Comments:

Fiber Optic Cable is present in the area of your proposed construction. Please obtain locates and maintain

minimum 1.0m/1.0m clearance.

Your proposed construction appears to encroach within existing Rogers Communications plant.

Please relocate your proposed construction to allow adequate clearance of 1.0m vertically and 1.0m horizontally.

Application Date

Date Returned:

Rogers Ref. No.:

Location:

Rogers Communications currently does not possess existing plant in the area indicated on your attached plans.

DUNLOP RD

Enwave Utility Clearance Letter Attention: TPUCC Members Date: July 12th, 2016

Bay Adelaide Center, 333 Bay Street, Suite 710, Toronto, ON M5H 2R2 T: 416-338-8944 F: 416-363-6052 tpucc@enwave.com www.enwave.com

If project falls within our boundaries, please submit your TPUCC application with relevant 

drawings to tpucc@enwave.com. We do not need to receive applications for projects that are 

outside of District 1. 

District 1 – Toronto & East York 

Enwave currently has infrastructure in District 1 and the boundaries are as followed: 

Northern:   Bloor Street Eastern:   Jarvis Street Southern:   Lake Ontario Western:   Spadina Avenue 

This letter is valid until August 14th, 2017

GROUP TELECOM C/O Telecon Design Inc

7777 Weston Road, Vaughan, Ontario L4L 0G9

Ph: (905) 569 2882 Fax: (905) 460-8956

GT.MOC@telecon.ca

APPLICATION FOR PLANT LOCATION AND CONSENT

Applicant: McIntosh Perry

Mark Up #: GT19-2912

Applicant Ref #: Utility Record Request

Location: Dunlop Street

Date Received from Applicant: 07-10-2019

Marked By: Mary Tina

APPLICATION FOR PLANT LOCATION AND REQUEST

Existing and/or proposed Group Telecom underground plant are indicated on the attached plan

Our records show no existing and / or proposed underground plant within 2m of your proposed installation

Conflict indicated

Meets with our approval

Not for PUCC approval - Mark up only

If within 1 meter of GT plant, hand dig

REMARKS: Call for locates 1.800.400.2255. Maintain clearance of 0.6m. Hand dig when crossing Group Telecom plant. Call 877.865.6193 for locate if plant is in railway property.

PROCEDURES TO FOLLOW:

1. Request locates prior to construction 1-800-400-2255 2. If exact location and depth are critical - test pits are recommended 3. Group Telecom plant location information is approximate 4. If the location of your proposed design changes, it will be necessary to re-apply 5. Permits expire six (6) months from approval date

Signature: Mary Tina ______

Date: Jul 18, 2019 ____

Utility Relocation Memo City of Barrie – Dunlop Street Widening

APPENDIX B – Utility Plan

UT

UT

UT

UT

UT

UT

UTUT

Utility Relocation Memo City of Barrie – Dunlop Street Widening

APPENDIX C – Municipal Infrastructure Needs

Dunlop EA – Linear City Infrastructure Needs Assessment on Dunlop Street West (Preferred Alternative)

Section Asset Existing Need Rationale Plan Proposed Design/Cost Responsibility3

Proposed Construction/ Cost Responsibility3

Sarjeant Drive to WRT

Water 200mm DI, 1975 Replace with 300mm PVC (including new valves, services to property line, hydrants) Current fire flow requirements

Replace watermain with MTO’s Dunlop Project

COB to retain MP to design and MTO to construct at the COB cost.

MTO to construct at the COB cost.

Sanitary 600mm AC, 1972 Adjust MH frames/ grates as required for new road elevations Standard practice

MTO to identify as part of detailed design and construct.

MTO MTO

Storm – Dyments Creek Culverts (through Tim Horton’s/Wendy’s)

2-1800mm CSP, no install date

Project 52 in Drainage Master Plan, not suitable for incorporation into the MTO Dunlop Project due to scope of work. Defer until needed based on condition (noted in good condition on the City’s GIS web portal) or future widening to 7 lanes.

NA NA NA NA

Storm – Linear (Sarjeant Drive to Dyments Creek Daylighting)

675mm CONC, 1999

Assess need to upsize sewers to accommodate increased imperviousness, climate change Standard practice

MTO to assess sizing requirements as part of detailed design and construct recommended improvements.

MTO MTO

Storm – Linear (Keg entrance to WRT)

525mm CONC, 1999 Assess need to upsize sewers to accommodate increased imperviousness, climate change Standard practice

MTO to assess sizing requirements as part of detailed design and construct recommended improvements.

MTO MTO

Storm – Dyments Creek

Open Channel/Culverts at N-W/E & E/W-S ramps, Mainline 400, S-E ramp

MTO to modify channel as necessary to accommodate the road platform and replace culverts Per TESR/PDR MTO to undertake design and construction. MTO/City to discuss culvert termination at Hart Drive

MTO MTO

WRT to CL Hwy 4001

Water (CPD to 100m east)

200mm DI, 1999 Abandon section of watermain. 15 Cedar Pointe Drive fire coverage from Cedar Pointe Drive. NA Remove via excavation as location close to retaining wall footing (or fill with grout).

MTO2 MTO2

Sanitary (CPD to downstream junction)

600mm AC, 1972 Relocation required due to conflict with retaining wall and bridge abutment Conflict City to undertake detailed design City City

Sanitary (north of Dunlop Street, west side of Hwy 400 corridor)

750mm AC, 1971 Partial relocation required due to conflict with retaining wall and bridge abutment Conflict City to undertake detailed design City City

Sanitary (mainline 400 crossing)

750mm AC, 1971 Relocation required due to conflict with bridge abutment and widened platform for mainline 400

Confect City to undertake detailed design City City

Storm – Ditch/culvert south of 15 Cedar Pointe Drive

750mm CSP, 1999 and ditch

Assess need to upsize and lengthen culvert to accommodate road reconstruction. Upstream Drainage from Cedar Pointe Drive must be considered as the existing ditch south of Cedar Pointe Drive is anticipated to require removal to accommodate the retaining wall.

Conflict MTO’s consultant to complete assessment and construct recommended improvements.

MTO MTO

CL Hwy 400 to Hart Drive

Water (90m west of Hart Drive to Hart Drive)

150mm CI, 1963 Replace with 200mm PVC watermain (including new valves, services to property line, hydrants)

Current fire flow requirements, services are connected to this section of watermain

Replace watermain with MTO’s Dunlop Project

COB to retain MP to design and MTO to construct at the COB cost.

MTO to construct at the COB cost.

Sanitary NA NA NA NA NA NA

Storm - Linear Limited ex. infrastructure New local drainage in this section will need to be designed for the MTO road reconstruction project.

Standard Practice

MTO to undertake design and construction

MTO MTO

Storm – Bunkers Creek

1200x1800 CONC BOX, 1800x1800 CONC BOX near outlet

MTO to assess impacts and needs (hydraulic) associated with the interchange reconstruction and widening of Highway 400 both upstream and downstream of Dunlop Street and confirm the adequacy of the existing Bunkers Creek sewer as a suitable outlet per MTO drainage policies.

Standard Practice

MTO to undertake design and construction

MTO MTO

Hart Drive to Anne Street

Water 150mm DI, 1963 Replace with 300mm PVC (including new valves, services to property line, hydrants) Current fire flow requirements/ condition

Replace watermain with MTO’s Dunlop Project

COB to retain MP to design and MTO to construct at the COB cost.

MTO to construct at the COB cost.

Storm Linear (limited ex. Infrastructure)

New local drainage in this section will need to be designed for the MTO road reconstruction project.

Standard Practice

MTO to undertake design and construction

MTO MTO

Sanitary 250mm AC, 1974 Adjust MH frames/ grates as required for new road elevations Standard practice

MTO to identify as part of detailed design and construct.

MTO MTO

2 – minor cost item, if removal does not fall within scope for retaining wall construction, then consideration of City paying for abandonment

3 – subject to the MTO’s cost apportionment policy for utility relocations where the cost is not explicitly MTO’s responsibility as part of standard road reconstruction scope