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TP-2 CITY OF TORONTO CITY OF TORONTO KEY MAP J:\JOBS\LANDSCAPE\2017\17M-02182-00 - City of Toronto Culvert Replacements\Drawings\Culvert 267\TP1-2.dwg Mar 13, 2019 - 3:33pm FILENAME: PLOTDATE: NOTE: · FOR A DETAILED DESCRIPTION OF TREE SPECIES, SIZE, CONDITION AND RECOMMENDATIONS REFER TO THE TREE INVENTORY AND PRESERVATION CHARTS ON SHEET TP-9 AND TABLE 1: TREE INVENTORY AND PRESERVATION CHARTS IN THE ARBORIST REPORT PREPARED BY WSP CANADA GROUP LIMITED, DATED: NOVEMBER 14, 2018. · REFER TO THE ARBORIST REPORT FOR SPECIFIC RECOMMENDATIONS, PROTECTIVE AND MITIGATION MEASURES. Fax (905) 882-0055 100 Commerce Valley Dr. West Thornhill, Ont. L3T 0A1 Tel (905) 882-1100 www.mmm.ca RAVINE & NATURAL FEATURE PROTECTION BY-LAW THE RAVINE & NATURAL FEATURE PROTECTION BY-LAW, CHAPTER 658 OF THE CITY OF TORONTO MUNICIPAL CODE REGULATES THE INJURY AND DESTRUCTION OF TREES, DUMPING OF REFUSE AND CHANGES TO GRADE WITHIN PROTECTED AREAS. UNDER THIS BY-LAW PROTECTED TREES MAY NOT BE REMOVED, INJURED OR DESTROYED, AND PROTECTED GRADES MAY NOT BE ALTERED, WITHOUT WRITTEN AUTHORIZATION FROM URBAN FORESTRY RAVINE & NATURAL FEATURE PROTECTION, ON BEHALF OF THE GENERAL MANAGER OF PARKS, FORESTRY & RECREATION. CONVICTIONS OF OFFENCES RESPECTING THE REGULATIONS IN THE RAVINE AND NATURAL FEATURE PROTECTION BY-LAW ARE SUBJECT TO FINES, AND THE LANDOWNER MAY BE ORDERED BY THE COURT TO RESTORE THE AREA TO THE SATISFACTION OF THE CITY. A PERSON CONVICTED OF AN OFFENCE UNDER THIS BYLAW IS LIABLE TO A MINIMUM FINE OF $500 AND A MAXIMUM FINE OF $100,000 FOR EACH TREE DESTROYED, A MAXIMUM FINE OF $100,000 FOR ANY OTHER OFFENCE COMMITTED UNDER THIS CHAPTER, AND/OR A SPECIAL FINE OF $100,000. A PERSON CONVICTED OF A CONTINUING OFFENCE, INCLUDING FAILURE TO COMPLY WITH RAVINE PERMIT CONDITIONS IS LIABLE TO A MAXIMUM FINE OF NOT MORE THAN $10,000 FOR EACH DAY OR A PART OF A DAY THAT THE OFFENCE CONTINUES TREE PRESERVATION NOTES AND CHARTS Tree Assessment Criteria: Trunk Integrity (T.I.): this is an assessment of the trunk for any defects or weaknesses .It is measured on a scale of poor, fair, good. Canopy Structure (C.S.): this is an assessment of the scaffold branches, unions and the canopy of the tree. This is measured on a scale of poor, fair, good. Canopy Vigour (C.V.): this is an assessment of the health of the tree and assess the amount of deadwood and the live growth in the crown as compared to a 100% healthy tree. the size, colour and amount of foliage are also considered in this category. This is measured on a scale of poor, fair, good. Tree Location: RNFP / TRCA: Stem of tree is located entirely on within the Ravine and Natural Feature Protection by-law Private: Stem of tree is located entirely on private property Park: Stem of tree is located entirely within City owned Parkland City: Stem of tree is located entirely within the municipal right of way Tree Condition: G: Good - tree displays less than 15% deficiency / defect within the given tree assessment criteria (TI,CS,CV) F: Fair - tree displays 15-50% deficiency / defect within the given tree assessment criteria (TI,CS,CV) P: Poor - tree displays greater than 40% deficiency / defect within the given tree assessment criteria (TI,CS,CV) D: Dead - tree displays 100% deficiency / defect within the canopy vigour tree assessment criteria TREE INVENTORY & PRESERVATION CHART LEGEND TREES WITH DIAMETERS OF 30cm OR MORE, SITUATED ON PRIVATE PROPERTY ON THE SUBJECT SITE CITY OF TORONTO TREE CATAGORIES TREES WITH DIAMETERS OF 30cm OR MORE, SITUATED ON PRIVATE PROPERTY, WITHIN 6m OF THE SUBJECT SITE TREES OF ALL DIAMETERS SITUATED ON CITY OWNED PARKLAND WITHIN 6m OF THE SUBJECT SITE TREES OF ALL DIAMETERS SITUATED WITHIN LANDS DESIGNATED UNDER CITY OF TORONTO MUNICIPAL CODE, CHAPTER 658, RAVINE PROTECTION TREES OF ALL DIAMETERS SITUATED WITHIN THE CITY ROAD ALLOWANCE ADJACENT TO THE SUBJECT SITE Recommendation: Retain: tree is in good condition and will not be impacted by construction / grading as the tree is more than 6m the limits of work. Preserve: tree is in good condition and will not be impacted by construction / grading, although is within proximity to the limits of work and will be protected with tree hoarding Remove: tree is either in poor condition or dead or will be significantly impacted by grading and construction limits and will not survive. 2 1 3 4 5 TREE INJURY TABLE 1: LEGEND TREE TO BE RETAINED / PRESERVED TREE TO BE REMOVED CULVERT SITE NO.267 ALBION ROAD OVER ALBION CREEK CULVERT REPLACEMENT PETER McNAMARA, BA ISA Certified Arborist ON-1140A 267-S491-17

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Page 1: KEY MAP - Toronto

TP-2

CITY OF TORONTO

CITY OF TORONTO

KEY MAP

J:\JOBS\LANDSCAPE\2017\17M-02182-00 - City of Toronto Culvert Replacements\Drawings\Culvert 267\TP1-2.dwg

Mar 13, 2019 - 3:33pm

FILENAME:

PLOTDATE:

NOTE:· FOR A DETAILED DESCRIPTION OF TREE SPECIES,

SIZE, CONDITION AND RECOMMENDATIONS REFER TOTHE TREE INVENTORY AND PRESERVATION CHARTSON SHEET TP-9 AND TABLE 1: TREE INVENTORY ANDPRESERVATION CHARTS IN THE ARBORIST REPORTPREPARED BY WSP CANADA GROUP LIMITED, DATED:NOVEMBER 14, 2018.

· REFER TO THE ARBORIST REPORT FOR SPECIFICRECOMMENDATIONS, PROTECTIVE AND MITIGATIONMEASURES.

Fax (905) 882-0055

100 Commerce Valley Dr. WestThornhill, Ont. L3T 0A1Tel (905) 882-1100

www.mmm.ca

RAVINE & NATURAL FEATURE PROTECTION BY-LAW

THE RAVINE & NATURAL FEATURE PROTECTION BY-LAW, CHAPTER 658 OF THE CITY OF TORONTOMUNICIPAL CODE REGULATES THE INJURY AND DESTRUCTION OF TREES, DUMPING OF REFUSE ANDCHANGES TO GRADE WITHIN PROTECTED AREAS.

UNDER THIS BY-LAW PROTECTED TREES MAY NOT BE REMOVED, INJURED OR DESTROYED, ANDPROTECTED GRADES MAY NOT BE ALTERED, WITHOUT WRITTEN AUTHORIZATION FROM URBANFORESTRY RAVINE & NATURAL FEATURE PROTECTION, ON BEHALF OF THE GENERAL MANAGER OFPARKS, FORESTRY & RECREATION.

CONVICTIONS OF OFFENCES RESPECTING THE REGULATIONS IN THE RAVINE AND NATURAL FEATUREPROTECTION BY-LAW ARE SUBJECT TO FINES, AND THE LANDOWNER MAY BE ORDERED BY THECOURT TO RESTORE THE AREA TO THE SATISFACTION OF THE CITY. A PERSON CONVICTED OF ANOFFENCE UNDER THIS BYLAW IS LIABLE TO A MINIMUM FINE OF $500 AND A MAXIMUM FINE OF$100,000 FOR EACH TREE DESTROYED, A MAXIMUM FINE OF $100,000 FOR ANY OTHER OFFENCECOMMITTED UNDER THIS CHAPTER, AND/OR A SPECIAL FINE OF $100,000. A PERSON CONVICTED OF ACONTINUING OFFENCE, INCLUDING FAILURE TO COMPLY WITH RAVINE PERMIT CONDITIONS IS LIABLETO A MAXIMUM FINE OF NOT MORE THAN $10,000 FOR EACH DAY OR A PART OF A DAY THAT THEOFFENCE CONTINUES

TREE PRESERVATIONNOTES AND CHARTS

Tree Assessment Criteria:

Trunk Integrity (T.I.): this is an assessment of the trunk for any defects or weaknesses .It is measured on a scale of poor, fair, good.

Canopy Structure (C.S.): this is an assessment of the scaffold branches, unions and the canopy of the tree. This is measured on a scale of poor, fair, good.

Canopy Vigour (C.V.): this is an assessment of the health of the tree and assess the amount of deadwood and the live growth in the crown as compared to a100% healthy tree. the size, colour and amount of foliage are also considered in this category. This is measured on a scale of poor, fair, good.

Tree Location:

RNFP / TRCA: Stem of tree is located entirely on within the Ravine and Natural FeatureProtection by-law

Private: Stem of tree is located entirely on private propertyPark: Stem of tree is located entirely within City owned ParklandCity: Stem of tree is located entirely within the municipal right of wayTree Condition:

G: Good - tree displays less than 15% deficiency / defect within the given tree assessmentcriteria (TI,CS,CV)

F: Fair - tree displays 15-50% deficiency / defect within the given tree assessment criteria(TI,CS,CV)

P: Poor - tree displays greater than 40% deficiency / defect within the given tree assessmentcriteria (TI,CS,CV)

D: Dead - tree displays 100% deficiency / defect within the canopy vigour tree assessment criteria

TREE INVENTORY & PRESERVATION CHART LEGEND

TREES WITH DIAMETERS OF 30cm OR MORE, SITUATED ON PRIVATE PROPERTY ON THESUBJECT SITE

CITY OF TORONTO TREE CATAGORIES

TREES WITH DIAMETERS OF 30cm OR MORE, SITUATED ON PRIVATE PROPERTY, WITHIN 6m OFTHE SUBJECT SITETREES OF ALL DIAMETERS SITUATED ON CITY OWNED PARKLAND WITHIN 6m OF THE SUBJECTSITETREES OF ALL DIAMETERS SITUATED WITHIN LANDS DESIGNATED UNDER CITY OF TORONTOMUNICIPAL CODE, CHAPTER 658, RAVINE PROTECTIONTREES OF ALL DIAMETERS SITUATED WITHIN THE CITY ROAD ALLOWANCE ADJACENT TO THESUBJECT SITE

Recommendation:

Retain: tree is in good condition and will not be impacted by construction / grading as thetree is more than 6m the limits of work.

Preserve: tree is in good condition and will not be impacted by construction / grading, although is within proximity to the limits of work and will be protected with treehoarding

Remove: tree is either in poor condition or dead or will be significantly impacted by gradingand construction limits and will not survive.

2

1

3

4

5

TREE INJURY

TABLE 1: LEGEND

TREE TO BE RETAINED / PRESERVED

TREE TO BE REMOVED

CULVERT SITE NO.267ALBION ROAD OVER ALBION CREEK

CULVERT REPLACEMENT

PETER McNAMARA, BAISA Certified Arborist ON-1140A

267-S491-17

Page 2: KEY MAP - Toronto

ALBION ROAD

LIGHT

WOOD

DRIV

E

TOD

D B

RO

OK

DR

IVE

BEAUMONDEHEIGHTS

PARK

THISTLETOWNPARK

ALB

ION

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W

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CR

EEK

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APPROXIMATE RNFPLIMIT

5SnFIELD FIT 25 TREES

ALONG THE EXISTINGVEGETATION EDGE.SPACING TO BEMINIMUM 3 TO 4m

FIELD FIT 25 TREES ALONG THEEXISTING VEGETATION EDGE. ANDBETWEEN EXISTING TREES. SPACINGTO BE MINIMUM 3 TO 4m

10As

5Qr

5Asi

10As1

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5Qr1

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4As

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40cs

20vle

25cs

LA-1

CITY OF TORONTO

CITY OF TORONTO

KEY MAP

J:\JOBS\LANDSCAPE\2017\17M-02182-00 - City of Toronto Culvert Replacements\Drawings\Culvert 267\LA-1.dwg

Mar 13, 2019 - 4:42pm

FILENAME:

PLOTDATE:

Fax (905) 882-0055

100 Commerce Valley Dr. WestThornhill, Ont. L3T 0A1Tel (905) 882-1100

www.mmm.ca

RAVINE & NATURAL FEATURE PROTECTION BY-LAW

THE RAVINE & NATURAL FEATURE PROTECTION BY-LAW, CHAPTER 658 OF THE CITY OF TORONTOMUNICIPAL CODE REGULATES THE INJURY AND DESTRUCTION OF TREES, DUMPING OF REFUSE ANDCHANGES TO GRADE WITHIN PROTECTED AREAS.

UNDER THIS BY-LAW PROTECTED TREES MAY NOT BE REMOVED, INJURED OR DESTROYED, ANDPROTECTED GRADES MAY NOT BE ALTERED, WITHOUT WRITTEN AUTHORIZATION FROM URBANFORESTRY RAVINE & NATURAL FEATURE PROTECTION, ON BEHALF OF THE GENERAL MANAGER OFPARKS, FORESTRY & RECREATION.

CONVICTIONS OF OFFENCES RESPECTING THE REGULATIONS IN THE RAVINE AND NATURAL FEATUREPROTECTION BY-LAW ARE SUBJECT TO FINES, AND THE LANDOWNER MAY BE ORDERED BY THECOURT TO RESTORE THE AREA TO THE SATISFACTION OF THE CITY. A PERSON CONVICTED OF ANOFFENCE UNDER THIS BYLAW IS LIABLE TO A MINIMUM FINE OF $500 AND A MAXIMUM FINE OF$100,000 FOR EACH TREE DESTROYED, A MAXIMUM FINE OF $100,000 FOR ANY OTHER OFFENCECOMMITTED UNDER THIS CHAPTER, AND/OR A SPECIAL FINE OF $100,000. A PERSON CONVICTED OF ACONTINUING OFFENCE, INCLUDING FAILURE TO COMPLY WITH RAVINE PERMIT CONDITIONS IS LIABLETO A MAXIMUM FINE OF NOT MORE THAN $10,000 FOR EACH DAY OR A PART OF A DAY THAT THEOFFENCE CONTINUES

SITE

LANDSCAPERESTORATION PLAN

LEGEND:

RAVINE AND NATURAL FEATUREPROTECTION LIMIT (RNFP)

PROPERTY LINE

SURVEYED TREES

EXISTING VEGETATION EDGE

PROPOSED TREE RESTORATION PLANTING

PROPOSED TYPE 'A' WOODLAND SEEDMIX TERRASEEDING (REFER TOSEEDING NOTES ON THIS DRAWING)

SPACE COND.HEIGHT SPREADCALCOMMON NAMEBOTANICAL NAMEKEY

PLANT LIST

DECIDUOUS TREESAcer saccharinumAsi Silver Maple BB40mm - - 3 to 4m

QTY.

10Acer saccharumAs Sugar Maple 40mm - - BB14 3 to 4m

Quercus rubraQr Red Oak - - BB11 3 to 4mQuercus rubraQr1 Red Oak

40mm-

-BB5 3 to 4m

Aesculus glabraAg Ohio Buckeye 70mm - - BB5 3 to 4mLiriodendron tulipiferaLt Tulip Tree 70mm - - BB8 3 to 4m

Acer saccharumAs1 Sugar Maple 70mm - - BB10 3 to 4m

70mm -Salix nigraSn Black Willow - BB7 3 to 4m40mm -

TOTAL 70

· CHECK ALL QUANTITIES.· REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT.· THE QUANTITIES INDICATED ON THE PLAN SUPERSEDE THE TOTALS OF THE PLANT LIST.· THE LAYOUT OF ALL PLANT MATERIAL IS TO BE APPROVED BY THE LANDSCAPE

ARCHITECT PRIOR TO PLANTING.· 70 TREES WERE REQUIRED AS COMPENSATION FOR REMOVALS AND TREE INJURY

ASSOCIATED WITH THE CULVERT REPLACEMENT WORK.· ALL DISTURBED AREAS NOT COVERED BY PAVING, ASPHALT, MULCH, AND SEEDING TO BE

SODDED UNLESS OTHERWISE NOTED ON THE DRAWINGS.

NOTES:

LIMIT OF GRADING

PROPOSED DECIDUOUS TREE

PLANT IDENTIFICATION KEY

NOTE:· REFER TO PLAN LA-5 FOR PLANTING AND SEEDING DETAILS,

NOTES AND SPECIFICATIONS;· REFER TO PLAN LA-5 FOR TIMING OF PLANTING, SEEDING AND

TEMPORARY STABILIZATION MEASURES FOR WINTER CONDITIONS.

CULVERT SITE NO.267ALBION ROAD OVER ALBION CREEK

CULVERT REPLACEMENT

*SPACING OF TREES TO BE AN AVERAGE OF 3.0m TO 4.0m O.C. ANDSHRUBS BETWEEN 1.0m TO 2.0m.

SHRUBSCornus sericeacs Red Osier Dogwood CG- 600mm - 1m O.C.65

TOTAL 85

Viburnum lentagovle Nannyberry - 600mm - CG20 2m O.C.

PROPOSED SHRUB RESTORATION PLANTING

267-S491-18

Page 3: KEY MAP - Toronto

1 TITLE SHEET

SHEET DWG. No.

SL-01

2

3

4

5

DESCRIPTION

DESIGN PROJECT #PP-015

CIVIL LAYOUT - TEMP

ELECTRICAL LAYOUT - TEMP

STREET LIGHT TEMPORARY RELOCATION:20 CULVERTS - ELETRICAL WORK FOR 2019

CULVERTS

SL-02

SL-03

SL-04

SL-05

DETAILS

6

PHOTOMETRICS - TEMP

SL-06Approved by

Toronto Hydro

WITH CHANGES AS SHOWN ON THISDRAWING.

This is to certify that the construction as recorded in this drawing isconsistent with the approved plan, Standard Designs, or workinstruction and that approved equipment has been used

0000 7

8

CIVIL LAYOUT - ULTIMATE

SL-07 ELECTRICAL LAYOUT - ULTIMATE

SL-08 PHOTOMETRICS - ULTIMATE

TORONTOHYDRO

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FARR AV
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TAYSHAM CR
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LAMELLA RD
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AMARON AV
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MONTERREY DR
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HONBURY RD
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WALTHAM DR
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DISAN CT
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ALBION RD
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CELANDINE RD
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HARLOW CR
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LIGHTWOOD DR
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SANAGAN RD
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RADWINTER DR
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KENDLETON DR
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GROVETREE RD
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LAKELAND DR
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ISLINGTON AV
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HARDWOOD GT
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WATERCLIFFE RD
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CHECKENDON DR
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LUDGATE DR
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RIVERHEAD DR
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BARFORD RD
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CAFON
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CT
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CT
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VALOIS
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NORWICH
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PL
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BROOK DR
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TODD
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KINGSMOOR
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TAYSHAM CR
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PENLEA
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AV
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GT
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WARDLAW
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CR
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BENSTROW
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AV
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HILL DR
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SAND
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PLAYDELL
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CT
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KIPLING AV
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GRACEHILL
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DELROSA
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NOTTAWASAGA
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CT
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CT
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CT
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JOHN GARLAND BL
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WARREN-
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DALE CT
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KIPLING AV
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ALBION RD
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FELAN CR
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HUMBER RIVER
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BEAUMONDE HTS DR
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JOHN GRUBB CT
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SITE
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N.T.S.
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1
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N.T.S.
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K.KAISER
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2019/01/18
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K.KAISER
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FIRST SUBMISSION
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02/05/19
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B0
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K.K
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S.D
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N. A. IOZZO
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TITLE PAGE
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SL-01
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THIS WORK INSTRUCTION HAS BEEN ASSEMBLED UTILIZING ONLY CERTIFIED CONSTRUCTION STANDARDS, SPECIFICATIONS AND APPROVED EQUIPMENT AND MEETS THE SAFETY REQUIREMENTS OF SECTION 4 OF ONTARIO REGULATION 22/04.
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SCOPE PROJECT PP-015 IS TO REMOVE STREETLIGHT "UNKNOWN" (1246 ALBION RD) WHILE CULVERT CONSTRUCTION COMMENCES. POST CONSTRUCTION, THE TEMPORARY STREETLIGHT IS TO BE MOVED BACK TO ITS ORIGINAL LOCATION.
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WORK ORDERS: WO#XXXX - ALL WORK ASSOCIATED WITH PROJECT SCOPE.
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TORONTO HYDRO-ELECTRIC SYSTEM LTD. & TORONTO HYDRO-ENERGY SERVICES INC.
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GENERAL NOTES: 21. ALL COSTS FOR WORK ON THIS PROJECT SHALL BE APPLIED PER THE WORK ORDERS ALL COSTS FOR WORK ON THIS PROJECT SHALL BE APPLIED PER THE WORK ORDERS LISTED ON THIS SHEET. 22. LOCATE ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION. LOCATION OF OTHER LOCATE ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION. LOCATION OF OTHER UTILITIES AS SHOWN ON CIVIL DRAWINGS ARE ASSUMED UNLESS OTHERWISE NOTED. 23. AS PER MCRS REQUIREMENT NOTIFICATION TO ALL AFFECTED RESIDENTS AND AS PER MCRS REQUIREMENT NOTIFICATION TO ALL AFFECTED RESIDENTS AND PROPERTY OWNERS IS REQUIRED. 24. ALL DIMENSIONS ON CONSTRUCTION DRAWINGS ARE IN METERS UNLESS OTHERWISE ALL DIMENSIONS ON CONSTRUCTION DRAWINGS ARE IN METERS UNLESS OTHERWISE SPECIFIED. DIMENSIONS AS SHOWN ARE TAKEN FROM CENTRE OF POLE TO CENTRE OF POLE, AND FROM STREETLINE TO CENTRE OF POLE. 25. MAINTAIN MINIMUM CLEARANCE OF 600mm HORIZONTAL AND 300mm VERTICAL FROM MAINTAIN MINIMUM CLEARANCE OF 600mm HORIZONTAL AND 300mm VERTICAL FROM EXISTING UNDERGROUND CABLES, WATERMAINS, SEWERS & GAS MAINS WHERE POSSIBLE AS PER STANDARD 31-0100 26. MAINTAIN A MINIMUM OF 500mm HORIZONTAL CLEARANCE FROM EDGE OF SIDEWALKS MAINTAIN A MINIMUM OF 500mm HORIZONTAL CLEARANCE FROM EDGE OF SIDEWALKS AND CURBS AND 1.0m FROM EDGE OF DRIVEWAYS WHERE POSSIBLE FOR POLE INSTALLATION AS PER STANDARD 03-1100 27. MAINTAIN EXISTING ELECTRICAL SUPPLY TO ALL HANDWELLS, TRAFFIC CONTROLS & MAINTAIN EXISTING ELECTRICAL SUPPLY TO ALL HANDWELLS, TRAFFIC CONTROLS & LIGHTING & UTILITY PEDESTALS. 28. THE CONTRACTOR SHALL COORDINATE WITH TORONTO HYDRO REGARDING THE THE CONTRACTOR SHALL COORDINATE WITH TORONTO HYDRO REGARDING THE RECOVERY OF ANY AND ALL MATERIALS.
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STREET LIGHTING NOTES: BY TORONTO HYDRO CONTRACTOR 1. REMOVE EXISTING THESI OWNED FIXTURES AND POLES (INCLUDING POLE BRACES REMOVE EXISTING THESI OWNED FIXTURES AND POLES (INCLUDING POLE BRACES AS APPLICABLE) AS INDICATED ON THE DRAWINGS. ALL REMOVED MATERIALS (POLE, BRACKET, AND LUMINAIRE) TO BE TAGGED AND LABELED WITH PROJECT NAME, REMOVAL DATE, AND CONTRACTOR NAME WHEN RETURNED TO TORONTO HYDRO. PLEASE CALL PAUL VATERS (416) 542-3226 TO MAKE ARRANGEMENTS FOR DROP OFF. 2. INSTALL NEW CONCRETE POLES AS PER THESL STANDARD 04-5200. INSTALL NEW CONCRETE POLES AS PER THESL STANDARD 04-5200. 3. INSTALL 250W HPS COBRA HEAD LUMINAIRE AND 8FT TAPERED ELLIPTICAL INSTALL 250W HPS COBRA HEAD LUMINAIRE AND 8FT TAPERED ELLIPTICAL BRACKET COMBINATION MOUNTED ON A 30FT ROUND, CLASS 'C' CONCRETE POLE. SEE THESL STANDARD 30-4220 FOR CLEARANCES AND DETAILS. COMPLETE ALL WIRING CONNECTIONS AS NECESSARY USING EXISITNG STREETLIGHT CABLE UNLESS OTHERWISE NOTED. 4. ALL DIRECT BURIED STREET LIGHTING CONDUITS SHALL BE 100mm RIGID PVC TYPE II, ALL DIRECT BURIED STREET LIGHTING CONDUITS SHALL BE 100mm RIGID PVC TYPE II, RED COLOUR UNLESS NOTED AND SHALL BE INSTALLED AT A MINIMUM DEPTH OF 800mm FROM TOP OF DUCT TO GRADE. ALL DUCTS UNDER ROADWAYS AND DRIVEWAYS SHALL BE CONCRETE ENCASED AND SHALL BE INSTALLED AT A MINUMUM DEPTH OF 1000mm FROM TOP OF DUCT TO GRADE, AS PER TORONTO HYDRO ELECTRIC SYSTEM LIMITED CONSTRUCTION STANDARDS 31-0300, 31-1100 & 31-1120. 5. ALL 100mm RIGID PVC DUCTS ARE TO TERMINATE 450mm FROM EDGE OF POLE ALL 100mm RIGID PVC DUCTS ARE TO TERMINATE 450mm FROM EDGE OF POLE AND ARE TO BE CONNECTED WITH 50mm FLEX DUCT TO POLE AS PER TORONTO HYDRO STANDARD 30-3800. 6. IN POLE DISCONNECT BREAKER TO BE INSTALLED IN FIRST POLE IN CIRCUIT. IN POLE DISCONNECT BREAKER TO BE INSTALLED IN FIRST POLE IN CIRCUIT. EACH POLE WITH IN POLE DISCONNECT BREAKER TO BE GROUNDED IN ACCORDANCE WITH THE ONTARIO ELECTRICAL SAFETY CODE. IN POLE DISCONNECT BREAKER TO BE INSTALLED AS PER TORONTO HYDRO STANDARD 30-3700. 7. HOMAC CONNECTORS TO BE USED FOR CONNECTIONS IN HANDHOLES OF POLES HOMAC CONNECTORS TO BE USED FOR CONNECTIONS IN HANDHOLES OF POLES AS PER TORONTO HYDRO STANDARD 30-3800. 8. FUSE INSTALLATION TO CONFORM TO TORONTO HYDRO STANDARDS 30-3200 & FUSE INSTALLATION TO CONFORM TO TORONTO HYDRO STANDARDS 30-3200 & 30-3800. 9. UNDERGROUND CONDUCTOR SIZE AND TYPE SHALL BE INSTALLED AS INDICATED UNDERGROUND CONDUCTOR SIZE AND TYPE SHALL BE INSTALLED AS INDICATED IN DRAWINGS AND PER TORONTO HYDRO STANDARD SPECIFICATIONS AS: - 2-#6 AWG CU RW90 XLPE + PVCJ WITH 1-#6 AWG CU GND OR - 2-#2 AWG CU RW90 XLPE + PVCJ WITH 1-#2 AWG CU GND RISER WIRING IN EACH POLE SHALL BE 2-#12 AWG CU WITH 1-#14 AWG CU INSULATED GROUND AS PER TORONTO HYDRO STANDARD 30-1300. 10. OVERHEAD CONDUCTORS FOR REACTIVE MAINTENANCE WORK SHALL BE 1-#4 AWG ASC OVERHEAD CONDUCTORS FOR REACTIVE MAINTENANCE WORK SHALL BE 1-#4 AWG ASC XLPE AND 1-#4 AWG ACSR DUPLEX. 11. GROUND RODS TO BE INSTALLED AS PER TORONTO HYDRO STANDARD 18-4300 GROUND RODS TO BE INSTALLED AS PER TORONTO HYDRO STANDARD 18-4300 WHERE INDICATED ON DRAWINGS. CONTRACTOR TO CONFIRM THERE ARE NO EXISTING GROUND RODS INSTALLED AT PROPOSED GROUND ROD INSTALLATION LOCATIONS. 12. EXCAVATE AND EXPOSE EXISTING S/L CIRCUIT. INSTALL AND CONNECT NEW POLE TO EXCAVATE AND EXPOSE EXISTING S/L CIRCUIT. INSTALL AND CONNECT NEW POLE TO EXISTING S/L CIRCUIT. 13. REMOVED/ABANDONED CABLES ARE TO BE PROPERLY ISOLATED AND LEFT IN A REMOVED/ABANDONED CABLES ARE TO BE PROPERLY ISOLATED AND LEFT IN A CONDITION THAT PRESENTS NO UNDUE HAZARD TO THE PUBLIC 14. LEAVE SUFFICIENT LOOP OF CABLE IN POLE AS PER TORONTO HYDRO LEAVE SUFFICIENT LOOP OF CABLE IN POLE AS PER TORONTO HYDRO STANDARD 30-3650. 15. LAMPS AND PHOTO CONTROLS TO BE INSTALLED AS PER TORONTO HYDRO LAMPS AND PHOTO CONTROLS TO BE INSTALLED AS PER TORONTO HYDRO STANDARD 30-3320. 16. LUMINAIRE IDENTIFICATION SHALL BE AS PER TORONTO HYDRO STANDARD LUMINAIRE IDENTIFICATION SHALL BE AS PER TORONTO HYDRO STANDARD 30-3340. 17. STREET LIGHT NOMENCLATURE TO FOLLOW T.H. STDS. 21-1000 AND 21-2100. FINAL STREET LIGHT NOMENCLATURE TO FOLLOW T.H. STDS. 21-1000 AND 21-2100. FINAL NOMENCLATURE TO BE RECORDED ON AS-CONSTRUCTED DRAWINGS BY THE CONSTRUCTOR FOR FUTURE RECORD AND MAINTENANCE PURPOSES. 18. THE STREET LIGHT INSTALLATION SHALL BE INSPECTED AND APPROVED BY THE THE STREET LIGHT INSTALLATION SHALL BE INSPECTED AND APPROVED BY THE ELECTRICAL SAFETY AUTHORITY (ESA) BEFORE FINAL CONNECTION. 19. SUBMIT "AS CONSTRUCTED" DRAWINGS TO THE CONTRACT ADMINISTRATOR FOR SUBMIT "AS CONSTRUCTED" DRAWINGS TO THE CONTRACT ADMINISTRATOR FOR TORONTO HYDRO AT THE COMPLETION OF THE CONTRACT. ALL DEVIATIONS AND DESIGN CHANGES TO BE NEATLY AND ACCURATLEY MARKED. 20. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE TORONTO HYDRO ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE TORONTO HYDRO ELECTRIC SYSTEM LIMITED LTD CONSTRUCTION STANDARDS AND THE CURRENT ISSUE OF THE "ONTARIO PROVINCIAL STANDARDS GENERAL CONDITIONS OF CONTRACT" PART OF PUBLICATION "GENERAL CONDITIONS OF CONTRACT AND SPECIFICATIONS FOR CONSTUCTION."
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STANDARDS REFERENCED: 04-5200: CEDAR AND CONCRETE POLES - IN BOULEVARD (HAND DIG & VACUUM TRUCK) 30-1300: SECONDARY BUS CABLES SELECTION TABLE 30-2300: TYPICAL UNDERGROUND DEMARCATION POINT 30-3320: INSTALLATION DETAILS HIGH PRESSURE SODIUM LAMPS AND PHOTOCONTROLS 30-3700:UNDERGROUND 120V SUPPLY TO POLE-MOUNTED LUMINAIRE AT THE FIRST POLE WITH IN-POLE CIRCUIT BREAKER 30-3800: UNDERGROUND 120V SUPPLY TO POLE-MOUNTED LUMINAIRE 30-3820:UNDERGROUND SUPPLY DUCT INTO POLE APERTURE 30-4240: COBRA HEAD LUMINAIRE WITH BRACKET TYPICAL INSTALLATION ON CONCRETE, WOOD, OR STEEL POLE
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TOTAL
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COBRA HEAD HPS
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1
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100mm CONCRETE ENCASE DUCT (m)
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STREET LIGHTING MAJOR EQUIPMENT SUMMARY
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ALBION RD
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1
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STREET NAME
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EQUIPMENT & THESL STOCK CODE
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70W (EA) #8030019
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6FT TAPERED AL. BRACKET (EA) #7900012
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35' DIRECT BURIED C. POLE (EA) #9964294
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U/G #2AWG CU TRIPLEX CBL (m) #9665328 (BLACK) #9665329 (WHITE) #9665330 (GREEN)
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STREET LIGHTING CHANGES
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LUMINAIRE TYPE (HPS, MH, etc.)
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DELETE
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ADD
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STREET NAME
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SIZE (WATTS)
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1
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0
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LOCATION OF LUMINAIRE (MUNICIPAL ADDRESS, POLE #, etc.)
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HPS
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250
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ALBION RD
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UNKNOWN POLE # (1246 ALBION RD)
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Date
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ELECTRICAL
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CIVIL
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TO
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NY
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ET
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EY
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YK
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CONTRACTOR
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COMPANY NAME
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AS CONSTRUCTED
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ROADWAYS
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CURB
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OTHER
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2
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m +/-
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2
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m +/-
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2
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m +/-
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%%uAPPROXIMATE CUT REPAIRS%%U
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CONCRETE
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SIDEWALK
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THIS WORK INSTRUCTION HAS BEEN ASSEMBLED UTILIZING ONLY CERTIFIED CONSTRUCTION STANDARDS, SPECIFICATIONS AND APPROVED EQUIPMENT AND MEETS THE SAFETY REQUIREMENTS OF SECTION 4 OF ONTARIO REGULATION 22/04
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8
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ETOBICOKE
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48-B
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CULVERT SITE NO.267 - STREETLIGHTING
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8000 Jane Street Building A Suite 200 Vaughan, ON L4K 5B8 T 905.597.7200 F 905.597.7271 E-mail:[email protected] www.dpmenergy.com
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191 19 017
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1
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HPS
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1255 (1255 ALBION RD)
Page 4: KEY MAP - Toronto

TORONTOHYDRO

Approved byToronto Hydro

WITH CHANGES AS SHOWN ON THISDRAWING.

This is to certify that the construction as recorded in this drawing isconsistent with the approved plan, Standard Designs, or workinstruction and that approved equipment has been used

GENERAL NOTESKEY MAP

N.T.S.

TYPICAL BOULEVARDTRENCH CROSS SECTION

2W1H - 2 DUCTS

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TAYSHAM CR
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LAMELLA RD
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AMARON AV
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MONTERREY DR
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HONBURY RD
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WALTHAM DR
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DISAN CT
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CELANDINE RD
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HARLOW CR
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LIGHTWOOD DR
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SANAGAN RD
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RADWINTER DR
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CAFON
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KINGSMOOR
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PENLEA
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AV
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WARDLAW
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SAND
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CT
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CT
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CT
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KIPLING AV
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FELAN CR
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COLLEGE ST
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BEAUMONDE HTS DR
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SITE
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191 19 017
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K.KAISER
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2019/01/18
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K.KAISER
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FIRST SUBMISSION
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02/05/19
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B0
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K.K
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S.D
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ELECTRICAL
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CIVIL
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AS CONSTRUCTED
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1.0 BY CONTRACTOR
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2.0 EXISTING UTILITIES
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3.0 TRENCHING AND DUCT INSTALLATION
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1.1 WHOLE NUMBERS INDICATE MILLIMETRES. DECIMALIZED NUMBERS INDICATE METRES. WHOLE NUMBERS INDICATE MILLIMETRES. DECIMALIZED NUMBERS INDICATE METRES. 1.2 LOCATION OF OTHER UTILITIES SHOWN ON TRENCH DRAWINGS ARE ASSUMED LOCATION OF OTHER UTILITIES SHOWN ON TRENCH DRAWINGS ARE ASSUMED UNLESS OTHERWISE NOTED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL UTILITY LOCATES PRIOR TO CONSTRUCTION. 1.3 AS PER THE REQUIREMENTS OF BILL 208, THE FOLLOWING "DESIGNATED SUBSTANCES" AS PER THE REQUIREMENTS OF BILL 208, THE FOLLOWING "DESIGNATED SUBSTANCES" MAY BE ENCOUNTERED ON THE PROJECT: VINYL CHLORIDE - 4" PVC DUCTS AND PVC JACKETED CABLES ETHYLENE OXIDE - POLYETHYLENE INSULATED CABLES ASBESTOS - ASPHALT IN ROADWAYS 1.4 MINIMUM HORIZONTAL CLEARANCES FROM FOREIGN UTILITIES SHALL BE MAINTAINED MINIMUM HORIZONTAL CLEARANCES FROM FOREIGN UTILITIES SHALL BE MAINTAINED IN ACCORDANCE WITH APPENDIX 'O' AND TREE PROTECTION ZONE CLEARANCES SHALL BE ADHERED TO AS PER APPENDIX 'F' OF THE CITY OF TORONTO'S MUNICIPAL CONSENT REQUIREMENTS. 1.5 CONTRACTOR SHALL HAVE ON SITE A COPY OF THE CONSTRUCTION DRAWINGS STAMPED CONTRACTOR SHALL HAVE ON SITE A COPY OF THE CONSTRUCTION DRAWINGS STAMPED "APPROVED" BY THE CITY, AND A COPY OF ALL UTILITY LOCATES. 1.6 DEPTH OF COVER TO MEET MCR MINIMUM REQUIREMENTS. DEPTH OF COVER TO MEET MCR MINIMUM REQUIREMENTS. 1.7 OFFSET MEASUREMENTS ARE TAKEN FROM CENTRELINE OF HYDRO FEATURE TO CURB, OFFSET MEASUREMENTS ARE TAKEN FROM CENTRELINE OF HYDRO FEATURE TO CURB, PROPERTY LINE AND / OR STREETLINE. 1.8 CLEARANCE MEASURMENTS ARE TAKEN FROM EDGE OF HYDRO FEATURE TO EDGE OF CLEARANCE MEASURMENTS ARE TAKEN FROM EDGE OF HYDRO FEATURE TO EDGE OF CITY ASSET AND / OR OTHER UTILITY.
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2.1 LAND BASE AND INFRASTRUCTURE USED FOR THIS PROJECT WAS PRODUCED USING THE LAND BASE AND INFRASTRUCTURE USED FOR THIS PROJECT WAS PRODUCED USING THE CITY OF TORONTO'S RECORDS. 2.2 ARRANGE FOR "HOLD-OFFS" AND USE EXTREME CAUTION WHEN WORKING IN THE VICINITY ARRANGE FOR "HOLD-OFFS" AND USE EXTREME CAUTION WHEN WORKING IN THE VICINITY OF ENERGIZED EQUIPMENT OR CABLES. 2.3 ANY DAMAGE TO THE EXISTING UTILITIES IS TO BE DOCUMENTED AND WILL REQUIRE ANY DAMAGE TO THE EXISTING UTILITIES IS TO BE DOCUMENTED AND WILL REQUIRE IMMEDIATE REPAIR. THE COST OF THE REPAIR IS THE RESPONSIBILITY OF THE CONTRACTOR.
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STANDARD DESIGNS
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TITLE
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SPECIFICATIONS
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U.G. CLEARANCES AND GENERAL NOTES
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CONDUIT - GENERAL INFORMATION
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CONCRETE ENCASED DUCT BANK
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LAYING DUCTS USING SPACERS
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DEPTH OF CONDUITS
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CAPPING PROPOSED DUCTS FOR FUTURE EXTENSION
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31-0100
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31-1100
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31-1120
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31-1130
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31-1150
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31-1160
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CV-CON-01
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TECHNICAL SPECIFICATION FOR CIVIL CONSTRUCTION WORK
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NUMBER (LATEST VERSION)
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CIVIL CONSTRUCTION STANDARDS
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CONDUIT - DIVERTING DUCTS
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31-1170
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31-1180
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31-1190
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DUCT NUMBERING
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TRANSFORMATION OF DUCT BANKS
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SEE LEGEND FOR STANDARDS FOR TAP BOXES, SPLICE VAULTS AND CABLE CHAMBERS
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3.1 METHOD OF CONSTRUCTION IS OPEN TRENCH EXCEPT IN THE AREAS GOVERNED BY THE METHOD OF CONSTRUCTION IS OPEN TRENCH EXCEPT IN THE AREAS GOVERNED BY THE TREE PROTECTION ZONE (TPZ). METHOD OF CONSTRUCTION IN THESE AREAS WILL BE TUNNELLING VIA VACUUM EXCAVATOR WITH NO HEAVY MACHINERY ALLOWED TO BE DRIVEN WITHIN THE (TPZ) IN ACCORDANCE WITH THE TREE PROTECTION POLICY (APPENDIX F) OF THE MCR 3.2 TRENCH, SUPPLY AND INSTALL 100mm CONCRETE ENCASED DUCTS ON BOULEVARD AND TRENCH, SUPPLY AND INSTALL 100mm CONCRETE ENCASED DUCTS ON BOULEVARD AND ROAD CROSSINGS AS PER CONSTRUCTION DRAWINGS AND STD. 31-1100, 31-1120, 31-1130, 31-1150 AND 31-1160. STUBBED DUCTS TO EXTEND A MINIMUM OF 1.0m PAST CURB UNLESS OTHERWISE SPECIFIED. ALL ASPHALT CUTS TO BE DONE BY SAW. 3.3 CONTRACTOR MUST COMPLETE ALL CIVIL CONSTRUCTION PRIOR TO HANDING OVER THE CONTRACTOR MUST COMPLETE ALL CIVIL CONSTRUCTION PRIOR TO HANDING OVER THE CONSTRUCTION SITE TO TORONTO HYDRO FOR ELECTRICAL INSTALLATION. 3.4 TRENCH, SUPPLY AND INSTALL 4" P.V.C. SERVICE DUCTS ON BOULEVARD FROM SUPPLY TRENCH, SUPPLY AND INSTALL 4" P.V.C. SERVICE DUCTS ON BOULEVARD FROM SUPPLY POINT TO WITHIN 300 mm FROM THE EXISTING SERVICE AT STREET LINE OR AS INDICATED ON CONSTRUCTION DRAWINGS. CONTRACTOR TO LOCATE EXISTING SERVICES PRIOR TO TRENCHING. IF IT IS ADVANTAGEOUS AND CAN BE DONE SAFELY, BORE WITH PNEUMATIC BULLET AND INSTALL 4" P.V.C. SERVICE DUCT. ALL SERVICE DUCTS SHALL BE PROVED, ROPED TAGGED WITH SERVICE ADDRESS AND PLUGGED. 3.5 PERMANENT DRIVEWAY RESTORATIONS - SHALL BE IN ACCORDANCE WITH CITY OF PERMANENT DRIVEWAY RESTORATIONS - SHALL BE IN ACCORDANCE WITH CITY OF TORONTO MCR DOCUMENT APPENDIX D, (SECTION 4.60.07.04.01 "DRIVEWAY") OR BETTER. DOCUMENT APPENDIX D, (SECTION 4.60.07.04.01 "DRIVEWAY") OR BETTER. THE SURFACE ASPHALT RESTORATION SHALL BE EXTENDED 300mm ON ALL SIDES OF THE CUT. IF THE EDGE OF THE RESTORATION AREA IS LESS THAN OR EQUAL TO 1.0m FROM THE NEAREST EDGE OF THE DRIVEWAY OR EDGE OF A PREVIOUSLY REPAIRED CUT, THE RESTORATION AREA SHALL BE EXTENDED TO THAT EDGE. RESTORATION AREA SHALL BE EXTENDED TO THAT EDGE. WHENEVER THE RESTORATION AREA IS MORE THEN HALF OF THE WIDTH OF THE DRIVEWAY, THE RESTORATION SHALL BE EXTENDED TO INCLUDE THE ENTIRE WIDTH OF THE DRIVEWAY. WHENEVER A CUT OF ANY SIZE IS MADE IN THE DRIVEWAY APRON, THE ENTIRE AREA BETWEEN THE EDGE OF SIDEWALK AND THE BACK OF CURB - THE ENTIRE AREA SHALL BE RESTORED. CONCRETE DRIVEWAYS SHALL BE REPLACED FROM EXPANSION JOINT TO CURB. 3.6 WHEN A NEW CONCRETE ENCASED DUCT STRUCTURE IS IN CONFLICT WITH EXISTING HYDRO WHEN A NEW CONCRETE ENCASED DUCT STRUCTURE IS IN CONFLICT WITH EXISTING HYDRO DIRECT BURIED CABLE, THE NEW STRUCTURE SHALL BE INSTALLED BELOW THE CABLES. IF THIS IS NOT PRACTICAL, SPLIT PIPE SHALL BE SLEEVED OVER THE EXISTING CABLES TO ALLOW FUTURE ACCESSIBILITY. 3.7 THIS PROJECT IS JOINT-USE WITH "XXX"UTILITY (WHERE APPLICABLE). THIS PROJECT IS JOINT-USE WITH "XXX"UTILITY (WHERE APPLICABLE).
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DETAILS 2
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SL-02
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400
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GRADE
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125
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150
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75
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75
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125
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125
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250
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SCALE : N.T.S
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1000 MIN
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THIS WORK INSTRUCTION HAS BEEN ASSEMBLED UTILIZING ONLY CERTIFIED CONSTRUCTION STANDARDS, SPECIFICATIONS AND APPROVED EQUIPMENT AND MEETS THE SAFETY REQUIREMENTS OF SECTION 4 OF ONTARIO REGULATION 22/04.