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UNIT 5A149
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NO
RTH
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K ST
5 METERS
1
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E
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?7 METERS
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
-
l
A
8
08
+
j
$
C
CONCRETE HYDRO POLE
STREET LIGHT POLE
THREE PHASE POLEMT. TRANSFORMER
46
?
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