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118

METER

NORMAL OPEN POINT

SINGLE PHASE POLEMT. TRANSFORMER

PADMOUNTED TRANSFORMER

WOOD HYDRO POLE

FUSED DISCONNECT SWITCH

FUTURE LOAD BREAK ELBOW

IN-LINE SWITCH

SCHEMATIC LEGEND

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CONCRETE HYDRO POLE

STREET LIGHT POLE

THREE PHASE POLEMT. TRANSFORMER

46

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LOAD INTERRUPTER SWITCH

LIVE LINE OPENER

<

SUBSTATION TRANSFORMER

STREET LIGHT

STREET LIGHT FEED

SECONDARY LINES

13.8kV OVERHEAD LINES

44.0kV OVERHEAD LINES

L

4.16kV OVERHEAD LINES

DASHED

LINES

DENOTE

U/G CABLES

N ON SITE GENERATOR

E

13.8kV O/H LINES (FUT.)

LOAD BREAK ELBOW (I.D. # SHOWN)+

FUTURE PADMOUNTED TRANSFORMER

@

CRITICAL SERVICE CUSTOMER

PROPOSED NEW PLANT

VERIDIAN CONNECTIONS

Certificate (Inspection)

DateName

Signature & Professional Designation

Certificate of Approval

The installation work covered by this document meets the

safety requirements of Section 4 of Regulation 22/04

Position

DateName

Signature

This is to certify that an inspection has been completed

and that the construction as recorded on this drawing is

consistent with the Approved Design Approved

Drawing, Standard Design, or work instructions.

Position

DateName

Signature

Certificate (Putting System Into Use)

This is to certify that the construction as recorded in this drawing

meets the requirements of the safety standards of Regulation

22/04

REV. DATE REVISION NOTE DWN. APPR.

A 08/16/18 PRELIMINARY DESIGN RB

KEYMAP

DRAWING NO. SHEET NO.

CHECKED BY: APPROVED BY:

DESIGNED BY: REVISION

DRAWN BY: SCALE N.T.S.

A

6 UNIT RESIDENTIAL DEV.

#110 NORTH PARK STREET

BELLEVILLE

COVER SHEET & SCHEMATIC

R. BARNETT

R. BARNETT

202929

LEGAL

TYPE AND PLANT # LOCATION

DIMENSIONS (m)

TRENCH &

TRANSFORMER

#118 NORTH PARK

STREET

BLANKET EASEMENT

A BLANKET EASEMENT IS TO BE ESTABLISHED ON THE PROPERTY AT

#118 NORTH PARK STREET - HASTINGS COUNTY; TO PERMIT VERIDIAN

CREWS ACCESS TO TRANSFORMER #60818

ASSET OWNERSHIP

ALL ASSETS ARE OWNED BY VERIDIAN

CONNECTIONS.

THIRD PARTY ATTACHMENTS

THERE ARE NO THIRD PARTY ATTACHMENTS

AFFECTED BY THIS PROJECT.

PROJECT NUMBER BRD.18.0110

JOB NUMBERS

LAND RIGHTS - EASEMENTS 1612.18.103

HIGH VOLTAGE UNDERGROUND CABLE 1845.18.140

LOW VOLTAGE UNDERGROUND CABLE 1856.18.117

DRAWING LIST

SHEET NO. DESCRIPTION

SHEET 1 OF 2 COVER PAGE & SCHEMATIC

SHEET 2 OF 4 SITE PLAN & STANDARDS

BELLEVILLE N.T.S.

INSPECTION NOTES:

VERIDIAN INSPECTOR IS REQUIRED TO BE ON SITE / VERIDIAN INSPECTION REQUIRED FOR THE FOLLOWING:

1. PRE-CONSTRUCTION MEETING, VERIDIAN SHALL…

a. PROVIDE ANY APPROVED DRAWINGS TO CONTRACTOR.

b. CONFIRM VERIDIAN APPROVAL OF EQUIPMENT AND MATERIALS USED BY CONTRACTOR.

c. CONFIRM ROAD OCCUPANCY PERMITS ARE IN PLACE.

d. CONFIRM LOCATES ARE IN PLACE, AS REQUIRED.

e. REVIEW INSPECTION REQUIREMENTS, EXPECTATIONS, AND CONSTRUCTION SCHEDULE WITH CONTRACTOR.

f. INFORM THE CONTRACTOR OF ANY RELEVANT OR RECENT CHANGES TO VERIDIAN DESIGN STANDARDS (I.E. RED DUCTS).

2. START OF CONSTRUCTION:

a. CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION WITHOUT NOTIFYING THE VERIDIAN INSPECTOR 72 HOURS IN ADVANCE.

b. VERIDIAN SHALL CONFIRM CONTRACTOR EQUIPMENT MATCHES APPROVED EQUIPMENT.

c. VERIDIAN SHALL CONFIRM CONTRACTOR CONSTRUCTION METHODS COMPLY WITH VERIDIAN STANDARDS.

d. FOR CUSTOMER OWNED CABLE, VERIDIAN SHALL CONFIRM THE SIZE AND QUANTITY MATCHES THE APPROVED VERIDIAN DRAWINGS. IF THEY DO NOT

MATCH, THE CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION.

3. MANDATORY VERIDIAN INSPECTIONS ARE REQUIRED PRIOR TO, AND DURING:

a. BACK FILLING ROAD CROSSING INSTALLATIONS.

b. POURING CONCRETE ENCASEMENT OR MECHANICAL PROTECTION, IF APPLICABLE.

c. BACK FILLING DUCT BANK.

d. MANDRELL TESTING

e. CONCRETE FOUNDATION INSTALLATIONS.

f. CABLE PULLING.

g. INSTALLING METER BASES.

h. PAD MOUNT EQUIPMENT TERMINATIONS:

i. GROUNDING.

ii. LIGHTNING ARRESTERS.

iii. FAULTED CIRCUIT INDICATORS.

i. ENERGIZATION.

j. SITE ASSUMPTION (2-YEAR POST CONSTRUCTION, “FINAL INSPECTION”).

4. IF ANY OF THE REQUIRED INSPECTIONS ARE MISSED:

a. THE CONTRACTOR SHALL BE CONSIDERED 100% RESPONSIBLE, AND LIABLE FOR ALL COSTS INVOLVED, INCLUDING ADDITIONAL INSPECTION AND

ENGINEERING CHARGES RELATED TO CORRECTIVE ACTIONS.

b. THE CONTRACTOR SHALL EXCAVATE WORKS FOR INSPECTION, AT THE CONTRACTORS EXPENSE, INCLUDING RESTORATION.

i. THIS CAN INCLUDE REMOVAL OF CONCRETE MECHANICAL PROTECTION / CONCRETE ENCASEMENT IF REQUIRED.

5. ANY PROPOSED DEVIATIONS FROM THE APPROVED PLAN SHALL BE APPROVED BY VERIDIAN CONNECTIONS PRIOR TO CONSTRUCTION OF THE DEVIATION.

a. FAILURE TO DO SO MAY RESULT IN THE DEVIATION BEING REMOVED AND WORKS THEN INSTALLED PER THE APPROVED PLAN, AT THE CONTRACTORS

EXPENSE, INCLUDING ADDITIONAL INSPECTION AND ENGINEERING CHARGES.”

b. VERIDIAN ENGINEERING TECHNICIAN SHALL DETERMINE IF A DEVIATION IS TECHNICAL OR NON-TECHNICAL.

i. TECHNICAL DEVIATIONS ARE SUBJECT TO VERIDIAN ENGINEERING MANAGER REVIEW AND P. ENG APPROVAL.

c. DEVIATIONS WILL ONLY BE CONSIDERED IF THEY ARE A RESULT OF UNKNOWN OR UNFORESEEABLE SITE CONDITIONS.

i. DEVIATIONS TO REDUCE COST OR EASE CONSTRUCTION SHALL NOT BE PERMITTED.

CONSTRUCTION NOTES :

1. ALL CONSTRUCTION AND INSTALLATION WORK COVERED BY THIS PROJECT MEETS THE SAFETY REQUIREMENTS OF SECTION 4 OF REGULATION 22/04.

2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH IHSA ELECTRICAL UTILITY SAFETY RULES BOOK, THE OCCUPATIONAL HEALTH AND SAFETY ACT AND

REGULATIONS, AND VERIDIAN CONNECTIONS INC. OPERATING PROCEDURES.

3. ALL ABANDONED UNDERGROUND CABLE SHOULD BE REMOVED, IF POSSIBLE. IF UNDERGROUND CABLE CANNOT BE REMOVED, CABLE SHALL BE ISOLATED AND

GROUNDED AT BOTH ENDS AS PER WORK PROCEDURE WP-039 DISCONNECTING UNUSED LINES.

4. CIVIL CONTRACTOR RESPONSIBLE FOR PROJECT "STAGING AREA" AS NECESSARY.

5. CIVIL CONTRACTOR IS RESPONSIBLE FOR ALL DISPOSABLE CIVIL MATERIAL (i.e. TRANSFORMER FOUNDATIONS , DIRT, SAND, ETC.).

6. CIVIL CONTRACTOR TO RESTORE ANY AND ALL PROPERTY TO ORIGINAL CONDITIONS AND/OR AS PER MUNICIPAL STANDARDS.

8. CABLE AND TRANSFORMER INSTALLATIONS SHALL BE IN ACCORDANCE WITH VERIDIAN CONNECTIONS INC. TECHNICAL STANDARDS AND SPECIFICATIONS.

9. ALL PARTIES ARE TO EXERCISE CAUTION DUE TO EXISTING ENERGIZED EQUIPMENT. VERIDIAN CONNECTIONS INC. SHALL USE APPROPRIATE OPERATING PROCEDURE

(WHICH MAY INCLUDE DE-ENERGIZATION OF EQUIPMENT) PRIOR TO ANY PARTY WORKING ON OR IN PROXIMITY TO EXISTING ELECTRICAL FACILITIES.

10. ELECTRONIC BALL MARKERS TO BE PLACED TO MARK THE END OF ROAD CROSSINGS AND SPLICE PITS.

11. CONCRETE ENCASED AND DIRECTIONAL BORED ROAD CROSSINGS TO EXTEND 1.0m BEYOND BACK OF CURB.

12. DUCTS SHALL BE RED PVC TYPE DB2/ES2 (OPEN TRENCH INSTALLATION) OR HDPE (DIRECTIONAL BORING INSTALLATION). FOR HIGH VOLTAGE CABLES THE DUCT SHALL

BE SIZED 100mm. FOR VERIDIAN CONNECTIONS INC. COMMUNICATION/CONTROL CABLES THE DUCT SHALL BE SIZED 50mm OR AS OTHERWISE DIRECTED / SPECIFIED BY

THE DUCT OWNER. THE SPARE DUCT TO BE INSTALLED FOR ALL HIGH VOLTAGE CABLES SHALL BE SIZED AT 100mm.

13. ALL VEGETATION, FENCES, ROCKERIES, HEADWALL, CULVERTS, CATCH BASINS, MANHOLES, SIDEWALKS AND DITCH INLETS TO BE REPLACED/RESTORED IF DISTURBED

ACCORDING TO MUNICIPAL STANDARDS.

14. ALL TRENCHES SHALL BE PROPERLY COMPACTED IN ACCORDANCE WITH NORMAL CONSTRUCTION PRACTICES.

15. MAINTAIN 1.0m CLEARANCE BETWEEN STREET HARDWARE AND DRIVEWAYS.

16. ALL ROAD CROSSINGS ON EXISTING ROADS TO BE DIRECTIONAL BORED UNLESS OTHER WISE NOTED.

17. PERMISSION FROM THE MUNICIPALITY MUST BE OBTAINED IF PAVED SURFACE IS TO BE CUT OR IF ANY SIDEWALK IS TO BE DISTURBED.

18. A "ROAD OCCUPANCY PERMIT" MUST BE OBTAINED BY SITE CONTRACTOR, AT LEAST 72 HOURS PRIOR TO COMMENCING WORK.

19. TRAFFIC CONTROL MUST BE IN ACCORDANCE WITH THE "ONTARIO TRAFFIC MANUAL, BOOK 7" (FIELD EDITION), PUBLISHED BY THE MINISTRY OF TRANSPORTATION

ONTARIO.

20. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR THE LOCATION AND AVOIDANCE OF EXISTING UNDERGROUND AND OVERHEAD UTILITIES IN THE CONSTRUCTION

AREA. THIS DRAWING, AS WELL AS MUNICIPAL CONSENT DOES NOT IMPLY THAT VERIDIAN CONNECTIONS INC. OR THE MUNICIPALITY HAS VERIFIED THE LOCATION OF

EXISTING SERVICES WITHIN ALL AREAS OF WORK.

21. VERIDIAN CONNECTIONS INC. WILL OBTAIN "MUNICIPAL CONSENT". IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN THE "ROAD OCCUPANCY PERMIT" AND ALL

APPROVALS REQUIRED UNDER LOCAL, PROVINCIAL, OR FEDERAL LEGISLATION.

22. ALL DUCT INSTALLATION WITHIN THE `DRIP LINE`OF EXISTING TREES SHALL BE COMPLETED USING DIRECTIONAL BORE INSTALLATION METHOD.

23. DIRECTIONAL BORE PIPE TO BE COUPLED WITH PVC DUCT FOR A CONTINUOUS RUN.

24. PRIOR TO STARTING:

24.1. OBTAIN WORK PERMIT.

24.2. ARRANGE FOR MUNICIPAL INSPECTION OF EXISTING ABOVE GROUND WORK.

25. THIS DESIGN IS COMPLIANT WITH CSA C22.3 NO.1 - OVERHEAD SYSTEMS AND C22.3 NO. 7 UNDERGROUND SYSTEMS.

26. LOAD CASE ANALYSIS COMPLIES WITH HEAVY WEATHER LOADS AS DEFINED BY CSA C22.3 NO.1 CLAUSE 7.2 AND TABLE 30.

27. ALL FINAL SAGS ASSUME:

27.1. 100°C FOR BARE PHASE CONDUCTORS UNDER MAXIMUM CURRENT

27.2. 50°C FOR BARE NEUTRAL CONDUCTOR

28. THIS PROJECT MEETS CSA GRADE 2 CONSTRUCTION REQUIREMENTS.

29. HIGH VOLTAGE CABLES SHALL BE PULLED WITHIN THE DUCTS WITH APPROPRIATE CABLE PULLING EQUIPMENT CAPABLE OF MEASURING PULLING TENSIONS WHICH

ARE TO BE RECORDED FOR EACH SEGMENT.

31. ALL DUCT BENDS GREATER THAN 45° ARE TO BE CONCRETE ENCASED. CONCRETE TO EXTEND 1.0m BEYOND THE BEND. REFER TO STANDARD 37U-600 FOR CONCRETE

ENCASED DUCT BANK REQUIREMENTS.

PROPOSED SCHEMATIC - N.T.S.

#110 NORTH PARK STREET - 6 UNIT RESIDENTIAL DEVELOPMENT

BRD.18.0110

SHEET 1 of 2

1

W WW

WW

W

W

SAN

SANSAN SAN

SANSAN

SAN

SANSAN

SANSAN

SAN

GASGAS GAS GAS GAS GAS GAS

GAS GAS GAS GAS GAS GASGAS GAS GAS GAS GAS GAS

GAS GAS GAS GAS GAS GASGAS

STST

STST

STST

STST

STST

STST

STST

ST

W

W

W

W

W

W

EXIST. CONC. CURB

EXIST. PAVED DRIVE

EXISTING TOWNHOUSES

NO

RT

H P

AR

K S

TR

EE

T

675mm Ø STORM SEWER

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

200mm Ø SANITARY SEWER

200mm Ø PVC.WATERMAIN

EXISTING HOUSE

PROPOSED SINGLE STORY 6 PLEX

MULTI-RESIDENTIAL

45m - 150mm Ø PVC SDR-28 SANITARY SEWER @ 0.5%

47m - 25mm Ø PVC WATER LINE

GAS LINE

ST ST

ST ST ST

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

STORM WATER

STORAGE POND

EXISTING DRIVEWAY

2 3 6 7 8

CO

CO

SYMBOL / LINETYPECIVIL ARRANGEMENT LEGEND

H

L

S

2

1

1

PROPOSED (RED) AND EXISTING (BLACK) DUCT SCHEDULE. C.E. (CONC. ENC.) / D.B. (DIR. BURIED)

H = HIGH VOLTAGE 100mm DUCT QUANTITY.

L = LOW VOLTAGE 100mm DUCT QUANTITY.

S = EXTRA (SPARE) 100mm DUCT QUANTITY.

I.E. 4 DUCTS SHOWN IN LEGEND EXAMPLE.

C.E.

P

H

L

S

2

1

1

C.E.

PROPOSED DIRECT BURIED DUCT BANK

EXISTING HYDRO POLE - POLE IDENTIFICATION #, POLE HEIGHT AND POLE CLASS AS SHOWN

C

EXISTING CONCRETE ENCASED DUCT BANK

PROPERTY LINE / ROAD ALLOWANCE

H

L

S

2

1

1

D.B.

H

L

S

2

1

1

D.B.

PROPOSED FENCE LINE

EXISTING PADMOUNT TRANSFORMER FOUNDATION

C C C C C C C C C C C C C C C

C

C

H

L

S 1

0

1

(1x2)

H

L

S 2

0

0

(1x2)

H

L

S 1

0

1

(1x2)

C.E.

EXISTING PADMOUNTED TRANSFORMER

50kVA - 2.4x8.0kV - 120/240v - R Ø - Tx. #60818

1

2

3

4

D.B.

D.B.

H

L

S 1

0

1

(1x2)

D.B.

P P P P P P P

4 5

BLANKET EASEMENT TO BE ESTABLISHED ON PROPERTY IN FAVOUR

OF VERIDIAN TO PERMIT ACCESS TO SITE TO MAINTAIN VERIDIAN

EQUIPMENT AND PLANT.

#120-#130 NORTH PARK STREET - GOVT. PLAN PT LOT 7

ROLL # 12 08 070 210 28600 00000

PROPOSED WALKWAY

#118 NORTH PARK STREET

HASTINGS COUNTY

SITE

VERIDIAN CONNECTIONS

Certificate (Inspection)

DateName

Signature & Professional Designation

Certificate of Approval

The installation work covered by this document meets the

safety requirements of Section 4 of Regulation 22/04

Position

DateName

Signature

This is to certify that an inspection has been completed

and that the construction as recorded on this drawing is

consistent with the Approved Design Approved

Drawing, Standard Design, or work instructions.

Position

DateName

Signature

Certificate (Putting System Into Use)

This is to certify that the construction as recorded in this drawing

meets the requirements of the safety standards of Regulation

22/04

REV. DATE REVISION NOTE DWN. APPR.

0 MM/DD/YY APPROVED DESIGN

KEYMAP

DRAWING NO. SHEET NO.

CHECKED BY: APPROVED BY:

DESIGNED BY: REVISION

DRAWN BY: SCALE 1:250

A

6 UNIT RESIDENTIAL DEV.

#110 NORTH PARK STREET

BELLEVILLE

SITE PLAN & STANDARDS

R. BARNETT

R. BARNETT

202929

0 5 10 20-5

1:250 (METERS)

BELLEVILLE N.T.S.

SITE PLAN - 1:250

SHEET 2 of 2