hdr corporation derry road west & argentia roaddesignate all varieties of subsurface utilities...

HDR Corporation

Derry Road West & Argentia Road

Report

Subsurface Utility Engineering Services

Project #61000235

Report Date: March 20, 2014

HDR Corporation Derry Road West and Argentia Road Report for Subsurface Utility Engineering Services March 20, 2014

i

Statement of Qualifications and Limitations The attached Report (the “Report”) has been prepared by T2 Utility Engineers Inc. (“Consultant”) for the benefit of the HDR Corpporation (“Client) in accordance with the agreement between Consultant and Client, including the scope of work detailed therein (the “Agreement”). The information, data, recommendations and conclusions contained in the Report (collectively, the “Information”):

is subject to the scope, schedule, and other constraints and limitations in the Agreement and the qualifications contained in the Report (the “Limitations”), represents Consultant’s professional judgement in light of the Limitations and industry standards for the preparation of similar reports, may be based on information provided to Consultant which has not been independently verified, has not been updated since the date of issuance of the Report and its accuracy is limited to the time period and circumstances in which it was collected, processed, made or issued, must be read as a whole and sections thereof should not be read out of such context, was prepared for the specific purposes described in the Report and the Agreement, in the case of subsurface conditions, may be based on limited inspections and on the assumption that such conditions are uniform and not variable either geographically or over time.

Consultant shall be entitled to rely upon the accuracy and completeness of information that was provided to it and has no obligation to update such information. Consultant accepts no responsibility for any events or circumstances that may have occurred since the date on which the Report was prepared and, in the case of subsurface conditions, is not responsible for any variability in such conditions, geographically or over time. Consultant agrees that the Report represents its professional judgement as described above and that the Information has been prepared for the specific purpose and use described in the Report and the Agreement, but Consultant makes no other representations, or any guarantees or warranties whatsoever, whether express or implied, with respect to the Report, the Information or any part thereof. The Report is to be treated as confidential and may not be used or relied upon by third parties, except:

as agreed in writing by Consultant and Client, as required by law, for use by governmental reviewing agencies.

Consultant accepts no responsibility, and denies any liability whatsoever, to parties other than Client who may obtain access to the Report or the Information for any injury, loss or damage suffered by such parties arising from their use of, reliance upon, or decisions or actions based on the Report or any of the Information (“improper use of the Report”), except to the extent those parties have obtained the prior written consent of Consultant to use and rely upon the Report and the Information. Any damages arising from improper use of the Report or parts thereof shall be borne by the party making such use. This Statement of Qualifications and Limitations is attached to and forms part of the Report and any use of the Report is subject to the terms hereof.


ii

Report Revision Log

Revision # Revised By Date Issue / Revision Description

Report Prepared By: Matt Bourgeois, C. Tech

Branch Manager / Sr. Project Manager


iii

Table of Contents:

Statement of Qualifications and Limitations

Report Revision Log

Page

1. Project Summary ................................................................................................................. 1

1.1 Project Area .............................................................................................................. 1

2. Equipment ............................................................................................................................ 1

2.1 Electromagnetic Designating Equipment ................................................................. 1 2.2 Survey Technologies ................................................................................................ 2

3. SUE Investigation Methodology ......................................................................................... 2

3.1 CI/ASCE Standard 38-02 Summary: ....................................................................... 2 3.2 SUE Investigation Scope of Work ........................................................................... 2

4. Field Investigation ............................................................................................................... 3

5. Utility Circulation Request ................................................................................................. 4

6. Conclusion ............................................................................................................................ 4

Appendices

Appendix A – Composite Utility Drawing Appendix B – Utility Circulation Contact List


1

1. Project Summary

T2 Utility Engineers (T2ue) completed a Subsurface Utility Engineering (SUE) mapping investigation in accordance with CI/ASCE 38-02, for HDR Corporation as part a study for Derry Road and Argentia Road. The project involves Record request Circulation and SUE Mapping within the investigation area. HDR’s project includes a Schedule ‘B’ Class Environmental Assessment, intersection design and road improvements. HDR has requested the SUE investigation in order to determine the horizontal alignment of underground utilities.

1.1 Project Area

The Project Area is a 4-way intersection of Derry Road West and Argentia Road in Mississauga Ontario. The intersection is controlled/signal in all directions. Derry Road West is a major arterial road running north-south extending from Milburough Line through the project area and ending at Hwy 427. Argentia Road is a collector road running east-west extending from Tenth Line West through the project area ending at creditview Road. Derry Road West is a 6-lane road with center median, left turn lanes and right turn lanes with islands. Argentia Road is a 2-lane road to the west and a 3-lane road to the east with left and right turn lanes. The project area is largely a commercial area with grass and concrete sidewalks in the boulevards. According to the record documents obtained and field investigations the project area contains numerous underground utilities. Utilities confirmed within the investigation area include water, sewer, gas, Hydro and Telecommunications. Watermains within the area include Municipal owned 300mm PVC, 300mm DI, 400mm CPP, 600mm CPP and 750mm CCP. The Municipal owned sanitary and storm sewers are throughout the investigation area and range from small lateral connections to large box culverts. Enbridge gas distribution has a 750mm steel coated extra high pressure vital main running along the east side of Derry Road throughout the project area. Enbridge also has a 100mm polyethylene intermediate pressure distribution main running along the south side of Argentia Road throughout the project area. Underground hydro includes plant from single conduit street lighting to concrete encased structures. Telecommunications extensive throughout the project area owned by Bell, Rogers, Allstream, Cogeco, Toronto Hydro and Enersource. 2. Equipment

The following paragraphs represent a description of some of the common equipment used by T2ue to complete the investigation. T2ue uses the latest equipment and techniques available to designate all varieties of subsurface utilities and underground structures. We have assessed the merits of every technology outlined in the ASCE Standard 38-02 and CSA S250-11 for use in utility designating. Field Technicians utilize each technology according to the manufacturer’s instructions and the project conditions. Based on the project scope and discussions with HDR, T2ue has selected the appropriate equipment to ensure that our field technicians are trained and equipped with the latest information, techniques and technology.

2.1 Electromagnetic Designating Equipment

T2ue primarily uses single frequency and multi-frequency electromagnetic designating equipment. Electromagnetic designating equipment does not locate the actual pipes or cables, but instead locate the magnetic fields. Electromagnetic fields are either naturally present on


2

conductors or are induced onto a target line by a transmitter. Signals may be distorted by any of the following:

ground conductivity construction layout (i.e. bends, connections) utility congestion causing bleed off of magnetic fields materials and/or age (i.e. PVC without tracer wire, corrosion in metallic pipes)

2.2 Survey Technologies

Both total station and survey grade GPS equipment is used to collect the data from the SUE Mapping investigation and tie in the results to local features and points that are obtained from the topographical base map. 3. SUE Investigation Methodology

T2 Utility Engineers Inc. performs SUE mapping investigations in accordance with the CI/ASCE Standard 38-02: Standard Guideline for the Collection and Depiction of Existing Subsurface Utility.

3.1 CI/ASCE Standard 38-02 Summary:

All utility information is assigned a quality level in accordance with the CI/ASCE Standard 38-02: Quality Level D (QL-D) – Information derived from existing utility records, or verbal recollections. Quality Level C (QL-C) – Information obtained by surveying and plotting visible above-ground utility features and by using professional judgment in correlating this information to Quality Level D information. Quality Level B (QL-B) – Information obtained through the application of appropriate surface geophysical methods to determine the existence and approximate horizontal position of subsurface utilities. Quality Level A (QL-A) – Precise horizontal and vertical location of utilities obtained by the actual exposure (or verification of previously exposed and surveyed utilities) and subsequent measurement of subsurface utilities at a specific point.

3.2 SUE Investigation Scope of Work

The following is a breakdown of the methodology used for the SUE investigation:

Records research completed by T2ue includes the review of record documents obtained through the utility circulation request (see Appendix B), information received from HDR and gathered records information to utilize for the investigation.

HDR provided T2ue with a base map for the area that is tied into proper coordinate systems (horizontal and vertical survey control points within the project area) including:

o Surface topographical features: curbs, asphalt, buildings, utility poles, signs, CB’s, MH’s, etc.


3

Utilized the topographic survey information provided to verify the position of surface features such as valves and pedestals that indicate the location of underground utilities.

Utilized geophysical utility designating techniques to determine the horizontal position of utilities identified within the project limits. Utilities investigated included water, gas, hydro and telecommunications. The investigation also included induction scanning in key areas to help identify utilities that were not identified on the record drawings. Equipment used included single frequency and multi-frequency electromagnetic designating equipment. This process identified an undocumented utility crossing Argentia towards the east limit of the project area. If collecting additional information is required a test hole should be completed to investigate further.

All designating marks were surveyed in order to generate the utility composite plan. T2ue produced a composite utility drawing based on the field findings and the records

research (Quality Level D, C and B as per ASCE 38-02 – SUE guidelines). 4. Field Investigation

The field investigation was completed in November 2013 within the limits described below. The initial field investigation for the SUE Mapping was completed and the preliminary drawings were submitted to HDR for review. After comments were provided final drawings we’re provided to HDR. The limits of investigation

Full right of way, 300m in each direction from the center of the intersection of Derry Road and Argentia Road.


4

5. Utility Circulation Request

T2ue completed the utility circulation request on August 29, 2014. Record documents have been provided by the utility companies for the project area. A summary of the Utility Circulation Request completed by T2ue is attached in Appendix B. 6. Conclusion

The SUE investigation for this project provided key information regarding the location of the existing underground utilities to be used during the design. A combination of data from the field investigations and utility record information was used to create the composite utility drawings. The drawings show the utilities at the given quality levels as outlined in the CI/ASCE Standard 38-02. The investigation focused on determining the utility infrastructure that would be impacted, and as such the highest quality level of information is provided in those key areas, as requested by HDR. The data currently shown on the drawing should provide the designers adequate information to move forward with the design. During detailed design additional test holes or additional investigations may be required to further define any new areas that may be considered if revisions are made.


APPENDIX A COMPOSITE UTILITY DRAWING

(Separate from report)


APPENDIX B UTILITY CIRCULATION CONTACT LIST

Project Name: Derry & Argentia Completed by: N.F. Job Limits:Project Number: 61000235 Checked by: M.B.

Client: HDR Updated (dd/mm/yy) 19-Mar-14

Bell Canada [email protected] Oakley(Toronto)Chris Gill (Hamilton)

100 Borough Drive, Floor F5Toronto, ONM1P 4W2tel: 416-296-6587 29-Aug-13 07-Oct-13 MU 41167.dwg

Cogeco Data Services Inc. [email protected]

Samir PatelUtility Mark-upsNetworkImplementation(Primary)

P 416-840-8755F 416-626-7774

29-Aug-13 12-Sep-13

Cogeco Cable [email protected] Lynanne Cane

P.O. Box 5076 Stn. MainBurlington, OntarioL7R 4S6Tel: 905-548-8002 29-Aug-13 12-Sep-13

Enbridge Gas Distribution [email protected] Joe Marozzo

500 Consumers Road4th Floor - Post A2 - VPCNorth York, ONM2J 1P8tel: (416) 758-7956fax:(416) 758-4374

29-Aug-13 13-Sep-13 DERRY-ARGENTIA_EG_NOTES.pdf

3240 Mavis Road

Notes

Argentia - Derry W and Mississauga - As-Built_CDS.dwgDerry - Millcreek and Argentia - As-Built_CDS.dwg

Utility Contact Sheet:

Utility Email Address Contact Name Contact Information Info Requested(DD/MM/YY)

Info Received(DD/MM/YY) MATERIAL RECEIVED

Enersource HydroMississauga

[email protected] Rose Sawczyszyn

3240 Mavis RoadMississauga, ONL5C 3K1Tel: 905-283-4160Fax: 905-566-2712

29-Aug-13 11-Sep-13 EHM ARea Map - Derry and Argentia intersection.pdfEHM dwgs - Derry and Argentia intersection.pdf

Group Telecom [email protected] Tannis Raymond tel: 416-848-2267 29-Aug-13 9-25-13 No Conflict, Not in study area.

Hydro One [email protected] Mark Hamilton

49 Sarjeant Dr.Barrie, ONL4N 4V9tel: 705-792-3111P-705-797-4142*fax: 705-792-3116F-705-797-4199*

29-Aug-13 04-Sep-13 No Conflict, Not in study area.

Hydro One Telecom Inc. [email protected] MahonOSP EngineeringDept.

65 Kelfield StreetRexdale, OntarioF-416-540-6790P-416-240-6842or416-240-3751

29-Aug-13 29-Aug-13 No Conflict, Not in study area.

Project Name: Derry & Argentia Completed by: N.F. Job Limits:Project Number: 61000235 Checked by: M.B.

Client: HDR Updated (dd/mm/yy) 19-Mar-14

Notes

Utility Contact Sheet:

Utility Email Address Contact Name Contact Information Info Requested(DD/MM/YY)

Info Received(DD/MM/YY) MATERIAL RECEIVED

Level 3 Communications [email protected] PJ Foley

Level (3) Communications,LLC1025 Eldorado Blvd., 33A-615Broomfield, CO 80021P: (720) 888-6507F: (720) 567-2780E: [email protected]

29-Aug-13 04-Sep-13

Screen Shot.pdfTORBUF-01_103.pdfTORBUF-01_104.pdfTORBUF-01_105.pdfTORBUF-01_106.pdf

No Conflict, Not in study area.

MTS Allstream [email protected] Corey Knight

50 Worcester RdEtobicoke, ONM9W 5X2tel: 416-649-7509 29-Aug-13 03-Sep-13 61000235-AllstreamMarkup.pdf

PSN Fiber Network (PeelFiber) [email protected] Scott Rea 905-8406300 ext 4602 29-Aug-13 29-Aug-13 No Conflict, Not in study area.

Rogers CableCommunications Inc. [email protected] Manel De Silva

Markup Coordinator, OPEGTACTel: 416 446-6794

29-Aug-13 06-Sep-13 M133507_61000235.pdfM133507_Derry-Argentia.pdf

Telus [email protected]@prestigetel.com Stephen Hoy

2696 Matheson Blvd. E,1st Floor, West Tower,Mississauga, ONL4W 4V5tel: 905-804-6219p-416-883-6636*C-416-992-0617


Region of Peel 29-Aug-13

07880_D.pdf36827_D.pdf36826_D.pdf36828_D.pdf36829_D.pdfC16489.pdf07881_D.pdf09821_D.pdf09822_D.pdf08477_D.pdf

TransCanada Pipelines [email protected] Darlene Presley

TransCanada PipeLinesLimitedC/O Lehman & Associates97 Collier Street, Barrie, ONL4M 1H2Phone: 1-866-602-0663Direct: 705-627-2302Fax: 705-727-9217


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RB

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NC

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NC

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MH

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ROGERSROGERS ROGERS

ENERSOURCE ENERSOURCE

ENERSOURCE

450

CO

NP

450 CONP450 CONP450 CONP

450

CO

NP

STM#

300

825 825825

300

300

2700 2700

2400

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SAN#SAN#

SAN#

300

300

LIM

IT

OF

FIE

LD

INV

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TIG

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N600 CPP

600 CPP

600 CPP

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FIELD NOTE:VERIFIED GAS MARKER AT THIS LOCATION. IT IS NOT A GAS VALVE.

750 SC XHP VITAL750 SC XHP VITAL

750 SC XHP VITALENBRIDGEENBRIDGE

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XH

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NOTE:ROGER RECORDS INDICATE ROGERS FIBRE ALONG THIS APPROXIMATE ALIGNMENT. UNABLE TO FIELD VERIFY. POSSIBLY IN THE SAME TRENCH AS ENERSOURCE FIBRE.

TORONTO HYDRO

TORONTO HYDROTORONTO HYDRO

BPED#

B

HY

DR

O 100

X12

CO

NC

SPARE SPARE

SPARE

FIELD NOTE:UNABLE TO VERIFY

WATERMAIN SOUTHWEST OF THIS LOCATION.

FIELD NOTE:UNABLE TO DETERMINE UTILITY OWNERSHIP IN

FIELD.

FIELD NOTE:FIELD VERIFIED TORONTO HYDRO FIBRE,

RECORDS INDICATE TRENCH ALSO CONTAINS COGECO CABLE AND ALLSTREAM

FIBRE.

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NOTE:ENERSOURCE RECORDS INDICATE ONE SPARE DUCT ALONG THIS APPROXIMATE ALIGNMENT. UNABLE TO FIELD VERIFY.

1 5 Plan No.

Project No.

Sheet of

Drawn by

AreaCAD Area

Checked by

Date

1Om 0 10 20 30m

HORIZONTAL SCALE

Schedule B

61000235

FOR FULL SIZE USE 11002 FULL.TBLHALF SIZE USE 11002-11X17

U1

1-855-222-T2UE | WWW.T2UE.COM

ASCE QUALITY LEVELS

THE UTILITY INFORMATION SHOWN ON THIS DRAWING

WAS COLLECTED IN ACCORDANCE TO ASCE STANDARD

38-02. THE INFORMATION IS SHOWN BY QUALITY LEVEL

WHICH INDICATES THE LEVEL OF EFFORT USED TO

DETERMINE THE LOCATION OF THE DATA

QUALITY LEVEL "D" - INFORMATION DERIVED

FROM EXISTING RECORDS OR VERBAL

RECOLLECTIONS.

QUALITY LEVEL "C" - INFORMATION OBTAINED

BY SURVEYING AND PLOTTING VISIBLE ABOVE

GROUND UTILITY FEATURES AND BY USING

PROFESSIONAL JUDGEMENT IN CORRELATING

THIS INFORMATION TO THE QUALITY LEVEL "D"

INFORMATION.

QUALITY LEVEL "B" - INFORMATION OBTAINED

THROUGH THE APPLICATION OF APPROPRIATE

SURFACE GEOPHYSICAL METHODS TO DETERMINE

THE EXISTENCE AND APPROXIMATE HORIZONTAL

POSITION OF THE UTILITIES.

QUALITY LEVEL "A" - PRECISE HORIZONTAL

AND VERTICAL LOCATION OF UTILITES OBTAINED

BY THE ACTUAL EXPOSURE AND SUBSEQUENT

MEASUREMENT OF SUBSURFACE UTILITIES.

N

I

C

R

E

A

S

E

D

Y

T

I

L

A

U

Q

TEST HOLE (QL-A)

UNKNOWN

QUALITY LEVEL "C"

BURIED ELECTRIC

BURIED TELECOMMUNICATIONS

QUALITY LEVEL "B"

SANITARY SEWER

WATER

STORM SEWER

CABLE TV

GAS

LEGEND

FIBRE OPTIC CABLE

GAS SERVICE

WATER SERVICE

SANITARY LATERAL

STORM LATERAL

*

BURIED ELECTRIC STREET LIGHT

NOT SURVEYED, LOCATION

BASED ON RECORD INFORMATION#

BURIED ELECTRIC TRAFFIC LIGHT

DISCLAIMER:

G

B

TV

FOC

UNK

TL

SL

H

STM

SAN

WM

SAN

STM


BASED ON FIELD OBSERVATION

CLIENT:

WS

GS

THIS DRAWING HAS BEEN PREPARED FOR THE USE OF T2UE’S CLIENT AND

MAY NOT BE USED, REPRODUCED OR RELIED UPON BY THIRD PARTIES, EXCEPT

AS AGREED BY T2UE AND ITS CLIENT, AS REQUIRED BY LAW OR FOR USE BY

GOVERNMENT REVIEWING AGENCIES. T2UE ACCEPTS NO RESPONSIBILITY, AND

DENIES ANY LIABILITY WHATSOEVER, TO ANY PARTY THAT MODIFIES THIS

DRAWING WITHOUT T2UE’S EXPRESS WRITTEN CONSENT.

ABANDONEDABD

THE ENGINEER’S SEAL HEREON IS TO CERTIFY THAT THE UTILITIES SHOWN

HAVE BEEN INVESTIGATED IN ACCORDANCE WITH STANDARD SUE INDUSTRY

PRACTICES. ALL OTHER INFORMATION HEREON HAS BEEN PROVIDED BY

OTHERS AND IS NOT A PART OF THIS CERTIFICATION.

SUBSURFACE UTILITY ENGINEERING INVESTIGATION

FLOW ARROW

PRELIMINARY

DATE DETAILS

REVISIONS

INIT.

MA

TC

H LIN

E S

EE D

WG.

U2

QUALITY LEVEL "D"XXX

XXX

XXX

XXX

OH OVERHEAD HYDRO

M.B. N.F.

OCTOBER 2013

(DERRY ROAD & ARGENTIA ROAD INTERSECTION)

DERRY-ARGENTIA

INTERSECTION IMPROVEMENTS

DERRY ROAD WEST

SAN 1802942

SAN

SAN

SAN 1802938

SAN 1802937

SANSAN

SAN 1802936

SAN 1800689

SAN

SAN 1800690

SAN 1800683

SAN 1800688

SAN 1800687

U1

U2

U3

U4

U5KEY PLAN (N.T.S.)

ARGENTIA ROAD

HIGHWAY 4

01

DER

RY R

OA

D

WEST

GENERAL NOTES

1. T2 UTILITY ENGINEERS (T2UE) SUE FIELD

INVESTIGATION WAS COMPLETED IN SEPTEMBER 2013.

CHANGES TO UTILITIES THAT OCCURRED FOLLOWING

OUR INVESTIGATION MAY NOT BE SHOWN.

CONSIDERATION SHOULD BE GIVEN TO UPDATING THIS

PLAN PRIOR TO FINAL DESIGN AND CONSTRUCTION.

2. LIMIT OF INVESTIGATION: 300m IN ALL DIRECTIONS

FROM CENTERLINE OF DERRY ROAD AND ARGENTIA

ROAD INTERSECTION.

3. FIELD VERIFICATION OF UTILITIES WAS COMPLETED

USING A COMBINATION OF ELECTROMAGNETIC PIPE

AND CABLE LOCATE EQUIPMENT.

4. EMPTY CONDUITS, SERVICES, STREETLIGHTING

CABLES, LATERALS TO BUILDINGS, ABANDONED

FACILITIES, WITHIN THE INVESTIGATION AREA MAY

NOT BE SHOWN ON THE DRAWING.

5. T2UE USED AVAILABLE MEANS IN AN ATTEMPT TO

DETERMINE THE LOCATION OF UNDOCUMENTED

UTILITIES HOWEVER CANNOT BE RESPONSIBLE FOR

FINDING ALL UNDOCUMENTED UTILITIES.

6. SURVEY OF T2UE’S UNDERGROUND UTILITY

INFORMATION WAS COMPLETED BY ACL.

7. THE BASEPLAN WAS PROVIDED BY THE CLIENT,

THEREFORE T2UE IS NOT RESPONSIBLE FOR ITS

ACCURACY.

8. UTILITY MATERIALS AND SIZES SHOWN ON

DRAWING ARE BASED ON RECORDS INFORMATION

RECEIVED, PROFESSIONAL JUDGEMENT, OR FIELD

OBSERVATIONS.

9. UTILITY OWNERSHIP SHOWN ON DRAWING IS BASED

ON RECORDS INFORMATION RECEIVED, PROFESSIONAL

JUDGEMENT, OR FIELD OBSERVATIONS.

10. SEE PROJECT REPORT FOR ADDITIONAL

INFORMATION.

CA

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EN

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250 PVC 250 PVC 250 PVC

300

300

300

300

300

250

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825 CONC

825

CONC

825 CONC1050

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300

750

CP

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WV#

750 CPP 750 CPP 400 CPP

750

CP

P

750

CP

P

250

300

600

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P

600

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600

CP

P

FOC ENERSOURCE/ROGERS

FOC BELL

FOC ROGERS

BELL

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FOC BELL

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PV

C

FPED*


FOC ENERSOURCE



RO

GE

RS

FOC ALLSTREAM

FOC ENERSOURCE


WATERMAIN SOUTHWEST OF THIS

LOCATION.

ROGERS

RO

GE

RS

FOC ALLSTREAM

NOTE:MUNICIPAL RECORDS INDICATE 300mm WATERMAIN ALONG THIS APPROXIMATE ALIGNMENT TO BLOW-OFF VALVE.

FIELD NOTE:UNABLE TO VERIFY WATERMAIN NORTHEAST OF THIS LOCATION.

TO

RO

NT

O

TO

RO

NT

O

FIELD NOTE:UNABLE TO VERIFY WATERMAIN NORTHWEST OF THIS LOCATION.

FIELD NOTE:UNABLE TO VERIFY BELL FIBRE BEYOND THIS POINT. LIKELY IN THE SAME TRENCH AS BELL.

GS

ROGERSENERSOURCE

750 S

C

XH

P

VIT

AL

750 S

C

XH

P

VIT

AL

EN

BRID

GE

TORONTO

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100 PE IP

100 PE IP

100 PE IP

100 PE IP

ENBRIDGEENBRIDGE

TV ROGERS

TV ROGERS

RO

GE

RS

ROGERS

ROGERS

FOC ROGERS

NOTE:RECORDS INDICATE ROGERS ALONG THIS APPROXIMATE ALIGNMENT. UNABLE TO FIELD VERIFY.

NOTE:RECORDS INDICATE ROGERS TV ALONG THIS ALIGNMENT, HOWEVER, THE FIELD VERIFIED IT AS FIBRE.

NOTE:ROGER RECORDS INDICATE ROGERS TV ALONG THIS APPROXIMATE ALIGNMENT.

LIKELY IN THE SAME TRENCH AS ROGERS FIBRE. UNABLE TO CONFIRM IN FIELD. NOT

SHOWN ON DRAWING.

RO

GE

RS

RO

GE

RS

FOC ROGERS

HY

DR

O

HY

DR

O

HYDRO

FIELD NOTE:FIELD VERIFIED TORONTO HYDRO FIBRE TRENCH ALSO CONTAINS COGECO CABLE AND ALLSTREAM FIBRE. ALLSTREAM JOINS TRENCH AT THIS LOCATION.

FOC ALLSTREAM

BPED# BPED#

BELL

B

FOC ROGERS

100

X8

CO

NC

FOC ALLSTREAM

HYDRO 100X12 CONC

100

X9

CO

NC

H

100X8 CONC

HYDRO 100X9 CONC

100

X6

CO

NC

250

PVC

100

X8

100

X6

CO

NC

CO

NC

SP

AR

E

SP

AR

E

SPARE

SPARE

50

X2

CO

NC

FIELD NOTE:FIELD VERIFIED TORONTO HYDRO FIBRE, RECORDS INDICATE TRENCH ALSO CONTAINS COGECO CABLE AND ALLSTREAM FIBRE.

2 5 Plan No.

Project No.

Sheet of

Drawn by

AreaCAD Area

Checked by

Date

1Om 0 10 20 30m

HORIZONTAL SCALE

Schedule B

61000235


U2


ASCE QUALITY LEVELS








RECOLLECTIONS.






INFORMATION.










N

I

C

R

E

A

S

E

D

Y

T

I

L

A

U

Q

TEST HOLE (QL-A)

UNKNOWN

QUALITY LEVEL "C"

BURIED ELECTRIC


QUALITY LEVEL "B"

SANITARY SEWER

WATER

STORM SEWER

CABLE TV

GAS

LEGEND

FIBRE OPTIC CABLE

GAS SERVICE

WATER SERVICE

SANITARY LATERAL

STORM LATERAL

*





DISCLAIMER:

G

B

TV

FOC

UNK

TL

SL

H

STM

SAN

WM

SAN

STM



CLIENT:

WS

GS







ABANDONEDABD






FLOW ARROW

PRELIMINARY

DATE DETAILS

REVISIONS

INIT.

MA

TC

H LIN

E S

EE D

WG.

U5

MA

TC

H LIN

E S

EE D

WG.

U4


XXX

XXX

XXX

OH OVERHEAD HYDRO

M.B. N.F.

OCTOBER 2013


DERRY-ARGENTIA


MATCH LINE SEE DWG. U1

MATCH LINE SEE DWG. U3

DERRY ROAD WEST

SAN 1802942

SAN

SAN

SAN 1802938

SAN 1802937

SANSAN

SAN 1802936

SAN 1800689

SAN

SAN 1800690

SAN 1800683

SAN 1800688

SAN 1800687

U1

U2

U3

U4

U5KEY PLAN (N.T.S.)

ARGENTIA ROAD

HIGHWAY 4

01

DER

RY R

OA

D

WEST

GENERAL NOTES









ROAD INTERSECTION.
















ACCURACY.




OBSERVATIONS.





INFORMATION.

DCB

CATB

DINCB

OG

OG

OG

LS

CATB

CATB

TS

OG

JB

LS

CATB

CATB

LS

TS

DERRY RD. W.

ENERSOURCE

FOC ALLSTREAM

FOC ENERSOURCE

1050

300

300

300

CATB#

300

300

1050

MHCB#

MHCB#

MHCB#

300

300

300

MHCB#

300

MHCB#300

300

CATB#

CATB#

1050

1050

1050

1050

NOTE:TWO LARGE TWIN 6X15m

CULVERTS LOCATED JUST OUTSIDE LIMITS OF INVESTIGATION. NOT

SHOWN ON DRAWING.

CATB#

CATB#

300

CATB#

1500

X6000 B

OX C

ULV.

300

300

300 750

CPP

750 CPP

750 CPP

HV#

HIG

HW

AY 401

VC#

600 CPP

600 CPP

600 CPP

NOTE:RECORDS INDICATE

BURIED VALVE STRUCTURE IN

THIS APPROXIMATE LOCATION.

NOTE:RECORDS INDICATE 600mm CPP

WATERMAIN IS IN 1050mm STEEL CASING NORTH OF VALVE

CHAMBER AND ENDS NORTH OF CULVERT CROSSING OUTSIDE

LIMITS.

FO

C

ALLS

TR

EA

M

FO

C

EN

ER

SO

UR

CE

TVPED*

FIELD NOTE:VERIFIED TV PED WITH

EMPTY CONDUITS AT THIS APPROXIMATE LOCATION.

HW

LS*

HW

LS*

BMH

LS*

750 SC XHP VITAL

ENBRIDGE

750 SC XHP VITAL

ROGERS

FOC ALLSTREAM

FOC ALLSTREAM

FOC ENERSOURCE

ROGERS

FOC ALLSTREAM

FOC ROGERS

NOTE:ROGERS RECORDS INDICATE ROGERS

FIBRE ALONG THIS APPROXIMATE ALIGNMENT. POSSIBLY IN THE SAME

TRENCH AS ENERSOURCE FIBRE. UNABLE TO FIELD VERIFY.

LIMIT

OF FIE

LD

INV

ES

TIG

ATIO

N

NOTE:MUNICIPAL RECORDS INDICATE

TELECOM ALONG THIS APPROXIMATE ALIGNMENT. LIKELY ABANDONED AND

POSSIBLY REMOVED.

B

FOC ALLSTREAM

BPED#BPED#

100X4 CONC

100X12 CONC

NOTE:ENERSOURCE HYDRO RECORDS INDICATE CONCRETE ENCASED CONDUITS WITHIN THE HIGHWAY 401 CORRIDOR.

SPARE

SPARE HYDRO

SPARE HYDRO

3 5 Plan No.

Project No.

Sheet of

Drawn by

AreaCAD Area

Checked by

Date

1Om 0 10 20 30m

HORIZONTAL SCALE

Schedule B

61000235


U3


ASCE QUALITY LEVELS








RECOLLECTIONS.






INFORMATION.










N

I

C

R

E

A

S

E

D

Y

T

I

L

A

U

Q

TEST HOLE (QL-A)

UNKNOWN

QUALITY LEVEL "C"

BURIED ELECTRIC


QUALITY LEVEL "B"

SANITARY SEWER

WATER

STORM SEWER

CABLE TV

GAS

LEGEND

FIBRE OPTIC CABLE

GAS SERVICE

WATER SERVICE

SANITARY LATERAL

STORM LATERAL

*





DISCLAIMER:

G

B

TV

FOC

UNK

TL

SL

H

STM

SAN

WM

SAN

STM



CLIENT:

WS

GS







ABANDONEDABD






FLOW ARROW

PRELIMINARY

DATE DETAILS

REVISIONS

INIT.

MA

TC

H LIN

E S

EE D

WG.

U2


XXX

XXX

XXX

OH OVERHEAD HYDRO

M.B. N.F.

OCTOBER 2013


DERRY-ARGENTIA


DERRY ROAD WEST

SAN 1802942

SAN

SAN

SAN 1802938

SAN 1802937

SANSAN

SAN 1802936

SAN 1800689

SAN

SAN 1800690

SAN 1800683

SAN 1800688

SAN 1800687

U1

U2

U3

U4

U5KEY PLAN (N.T.S.)

HIGHWAY 4

01

DER

RY R

OA

D

WEST

ARGENTIA ROAD

GENERAL NOTES









ROAD INTERSECTION.
















ACCURACY.




OBSERVATIONS.





INFORMATION.

LS

CATB

CATB

TS

STM

SAN 1802937

WV

HV 2027244

OG

LSSIGN

HCM 22

TS

OG

LS

CATB

VCWV

OG

STM

SAN 1802938

CATB

CATB

TS

BPED

OG

JB

OG

BPED

SAN

OG

LS

OG

OG

HV 2027243

OG

SAN

JB

CATB

CATB

OG

LS

FP

OG

SAN 1802942

TS

FP

WV B

FP

VC 2062018

OGOG

HV 2027241

OG

WV 2062019

VC 2062017

ARGENTIA RD.

RO

GER

S

RO

GE

RS

FPED*

250 PVC 250 PVC

250 PVC

250 PVC825 CONC

825 CONC

750 CONC750 CONC

300 PVC

300 PVC

300 PVC

LIMIT OF FIELD INVESTIGATION

FOC BELL

FOC BELL

FOC ENERSOURCE/ROGERS FOC ENERSOURCE/ROGERS



STREETLIGHTING BETWEEN THESE LOCATIONS.

FOC BELL

H

H

FOC BELL

BELL

100 PE IP

100 PE IP 100 PE IP

ENBRIDGE

ENBRIDGE

RO

GE

RS

BELL

100

X9

CO

NC

HYDRO 100X6 CONC

100X4 CONC100X4 CONC

NOTE:ENERSOURCE HYDRO RECORDS

INDICATE 100X4 CONCRETE ENCASED CONDUIT UNDER

DRIVEWAY.

NOTE:ENERSOURCE HYDRO RECORDS INDICATE 100X4 CONCRETE ENCASED CONDUIT UNDER DRIVEWAY.

SPARE SPARE

SPARE


WATERMAIN IN THIS AREA. TRACER VISIBLE IN THIS

CHAMBER, HOWEVER, WIRE IS NOT ACCESSIBLE FROM

SURFACE.

FIELD NOTE:UNABLE TO VERIFY ENERSOURCE AND ROGERS FIBRE SOUTH OF THIS LOCATION.

4 5 Plan No.

Project No.

Sheet of

Drawn by

AreaCAD Area

Checked by

Date

1Om 0 10 20 30m

HORIZONTAL SCALE

61000235


U4


ASCE QUALITY LEVELS








RECOLLECTIONS.






INFORMATION.










N

I

C

R

E

A

S

E

D

Y

T

I

L

A

U

Q

TEST HOLE (QL-A)

UNKNOWN

QUALITY LEVEL "C"

BURIED ELECTRIC


QUALITY LEVEL "B"

SANITARY SEWER

WATER

STORM SEWER

CABLE TV

GAS

LEGEND

FIBRE OPTIC CABLE

GAS SERVICE

WATER SERVICE

SANITARY LATERAL

STORM LATERAL

*





DISCLAIMER:

G

B

TV

FOC

UNK

TL

SL

H

STM

SAN

WM

SAN

STM



CLIENT:

WS

GS







ABANDONEDABD






FLOW ARROW

PRELIMINARY

DATE DETAILS

REVISIONS

INIT.

MA

TC

H LIN

E S

EE D

WG.

U2


XXX

XXX

XXX

OH OVERHEAD HYDRO

M.B. N.F.

OCTOBER 2013


DERRY-ARGENTIA


ARGENTIA ROAD

SAN 1802942

SAN

SAN

SAN 1802938

SAN 1802937

SANSAN

SAN 1802936

SAN 1800689

SAN

SAN 1800690

SAN 1800683

SAN 1800688

SAN 1800687

U1

U2

U3

U4

U5KEY PLAN (N.T.S.)

ARGENTIA ROAD

HIGHWAY 4

01

DER

RY R

OA

D

WEST

GENERAL NOTES









ROAD INTERSECTION.
















ACCURACY.




OBSERVATIONS.





INFORMATION.

CA

TB

CA

TB

LS

BPED

TVPED

TS

VC 205

9537

HV 2026

029

HCM

MH

LS

LS

TVPED

LS

TS

CA

TB

WVWV

CA

TB

BMH

STM

BMH

LS

SAN 1800

690

TS

MH

SAN 1800

683

HV 2026

030

MB

LS

TSSTOP

LS

TS

CA

TB

MB

TS

STOP

CA

TB

BPED

TS

TVPED

LS

TVPED

TS

TS

HV 2026

031

STM

TS

LS

VC

WV

ARGENTIA RD.

450 CONP 450 CONP

450 C

ONP

450 CONP

250

PV

C

1050 CONC

250 PVC

1050

CONC

SAN#

STM#

1050

CO

NC

2400

2400

ST

M

2400

2400

400 CPP

400 CPP400 CPP

750

CP

P

750

CP

P

NOTE:MUNICIPAL RECORDS INDICATE 450mm SANITARY IS CONCRETE ENCASED ALONG STORM INTAKE STRUCTURE.

NOTE:MUNICIPAL RECORDS INDICATE 450mm SANITARY IS CONCRETE ENCASED UNDER 2400mm TWIN STORM PIPES.

STM 1050

FOC BELL

FIELD NOTE:UNABLE TO VERIFY WATERMAIN EAST OF THIS LOCATION.

FOC BELL

FOC ROGERS

BE

LL

FOC ENERSOURCE

FOC ROGERS

FOC ROGERS

FOC ROGERS

FOC ENERSOURCE

LIM

IT

OF

FIE

LD

INV

ES

TIG

ATIO

N

NOTE:UNABLE TO OBTAIN MUNICIPAL RECORDS EAST OF THIS LOCATION.

TORONTO

TORONTO TORONTO

100 PE IP

100 PE IP100 PE IP

ENBRIDGE

ENBRIDGE

NOTE:ROGER RECORDS INDICATE ROGERS TV ALONG THIS APPROXIMATE ALIGNMENT. UNABLE TO FIELD VERIFY.

RO

GE

RS

TV ROGERSNOTE:

ROGER RECORDS INDICATE ROGERS TV ALONG THIS

APPROXIMATE ALIGNMENT. UNABLE TO FIELD VERIFY.

FIELD NOTE:ALLSTREAM FIBRE SLICE BOX.

NOTE:ROGER RECORDS INDICATE ROGERS TV ALONG THIS APPROXIMATE ALIGNMENT. LIKELY IN THE SAME TRENCH AS ROGERS FIBRE. UNABLE TO CONFIRM IN FIELD. NOT SHOWN ON DRAWING.

NOTE:MUNICIPAL RECORDS INDICATE TWO PIPES ALONG THESE APPROXIMATE ALIGNMENTS. FUNCTIONS ARE UNKNOWN. UNABLE TO FIELD VERIFY. FURTHER INVESTIGATIONS ARE REQUIRED TO CLARIFY.

HYDRO

HYDRO HYDRO

FIELD NOTE:FIELD VERIFIED TORONTO HYDRO FIBRE TRENCH ALSO CONTAINS COGECO CABLE AND ALLSTREAM FIBRE.

FIELD NOTE:FIELD VERIFIED TORONTO HYDRO FIBRE TRENCH ALSO CONTAINS COGECO CABLE AND ALLSTREAM FIBRE.

B

BELL

FOC ROGERSBPED#

FOC BELL

250 PVC

100

X8

100

X6

CO

NC

CO

NC

HYDRO 100X12 CONC

HYDRO 100X12 CONC

100

X4

CO

NC

100

X4

CO

NC

100

X8

CO

NC

100

X4

CO

NC

FIELD NOTE:UNABLE TO FIELD VERIFY BELL FIBRE NORTHWEST OF THIS LOCATION. LIKELY IN THE SAME TRENCH AS BELL.

FIELD NOTE:VERIFIED EMPTY CONDUITS IN TV PED.

FIELD NOTE:UNABLE TO FIELD VERIFY

ROGERS FIBRE EAST OF THIS LOCATION.

FIELD NOTE:UNABLE TO FIELD VERIFY

WATERMAIN WEST OF THIS LOCATION.

5 5 Plan No.

Project No.

Sheet of

Drawn by

AreaCAD Area

Checked by

Date

1Om 0 10 20 30m

HORIZONTAL SCALE

Schedule B

61000235


U5


ASCE QUALITY LEVELS








RECOLLECTIONS.






INFORMATION.










N

I

C

R

E

A

S

E

D

Y

T

I

L

A

U

Q

TEST HOLE (QL-A)

UNKNOWN

QUALITY LEVEL "C"

BURIED ELECTRIC


QUALITY LEVEL "B"

SANITARY SEWER

WATER

STORM SEWER

CABLE TV

GAS

LEGEND

FIBRE OPTIC CABLE

GAS SERVICE

WATER SERVICE

SANITARY LATERAL

STORM LATERAL

*





DISCLAIMER:

G

B

TV

FOC

UNK

TL

SL

H

STM

SAN

WM

SAN

STM



CLIENT:

WS

GS







ABANDONEDABD






FLOW ARROW

PRELIMINARY

DATE DETAILS

REVISIONS

INIT.

MA

TC

H LIN

E S

EE D

WG.

U2


XXX

XXX

XXX

OH OVERHEAD HYDRO

M.B. N.F.

OCTOBER 2013


DERRY-ARGENTIA


ARGENTIA ROAD

SAN 1802942

SAN

SAN

SAN 1802938

SAN 1802937

SANSAN

SAN 1802936

SAN 1800689

SAN

SAN 1800690

SAN 1800683

SAN 1800688

SAN 1800687

U1

U2

U3

U4

U5KEY PLAN (N.T.S.)

ARGENTIA ROAD

HIGHWAY 4

01

DER

RY R

OA

D

WEST

GENERAL NOTES









ROAD INTERSECTION.
















ACCURACY.




OBSERVATIONS.





INFORMATION.

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