SITE % % % 8 l j 8 8 8 l 8 8 8 8 8 8 8 8 8 8 j # s # s s # # # # # # # # # L L L L L L L L L L ? ( ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ?? ? ?? ? ? ? ? ? ? ( ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? $ $ $ A C A $ A A $ A 8 8 8 8 0 - + + + + + + s s s s s s " 208 256 AAE323 1 AAE308 101 109 265 BHR5VU CH6S5W CH6TBN CH6UAM BHR5UP BHR5WZ 26 22 110 5 100 121 87369 B B B H H H H H H H B B Sign 120/208 120/208 RIVE-F3 RIVE-F3 897 by's HOLIDAY INN 1 8 22 2 to 20 1 to 19 96 95 98 100 104 106 105 101 G F E D C B A A B C D E F G 265 245 F E D C B A F E D C B A H G F E D C E D C B A 147 40 B A 122 257 9 126 124 120 128 130 291 5A 149 MARSH DR 0 8 8 110 A + 8 ? E D C B A NORTH PARK ST 5 METERS 5(' ? 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 0 8 + j $ C CONCRETE HYDRO POLE STREET LIGHT POLE THREE PHASE POLEMT. TRANSFORMER 4 6 ? 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) Date Name 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 Date Name 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 Date Name 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. 35(&216758&7,21 0((7,1* 9(5,',$1 6+$//« 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. 6,7( $668037,21 <($5 3267 &216758&7,21 ³),1$/ ,163(&7,21´ 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 (;3(16( ,1&/8',1* $'',7,21$/ ,163(&7,21 $1' (1*,1((5,1* &+$5*(6´ 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. $// 9(*(7$7,21 )(1&(6 52&.(5,(6 +($':$// &8/9(576 &$7&+ %$6,16 0$1+2/(6 6,'(:$/.6 $1' ',7&+ ,1/(76 72 %( 5(3/$&('5(6725(' ,) ',6785%(' 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. & )25 %$5( 3+$6( &21'8&7256 81'(5 0$;,080 &855(17 27.2. & )25 %$5( 1(875$/ &21'8&725 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. $// '8&7 %(1'6 *5($7(5 7+$1 $5( 72 %( &21&5(7( (1&$6(' &21&5(7( 72 (;7(1' P %(<21' 7+( %(1' 5()(5 72 67$1'$5' 8 )25 &21&5(7( ENCASED DUCT BANK REQUIREMENTS. PROPOSED SCHEMATIC - N.T.S. #110 NORTH PARK STREET - 6 UNIT RESIDENTIAL DEVELOPMENT BRD.18.0110 SHEET 1 of 2