edge of existing - burlington...(dedicated by registered plan 20m-977) pin 07202-0527 (lt) part 2,...

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6.000 2.000 2.750 2.750 Issued for Client Review 10 Oct 19 Fax: (905) 453-9376 Tel: (905) 453-9398 Suite 300 8501 Mississauga Road Brampton Ontario L6Y 5G8 Landscape Architecture I Site Design email: [email protected] Client Name Burlingon, ON Better Life LTC 4103 Palladium Way 24 Sept 2019 BTI-1466 FILE NO. Tree Inventory & Preservation Plan As shown T.1 of 1 NT SM Existing Tree to be Preserved Property Line Existing Tree to be Removed for Construction LEGEND Edge of Existing Drip Line Tree Protection Barrier Nick Taylor ISA Certified Arborist ON-2068A Baker Turner Inc. LIMITING CONDITIONS: This tree inventory was derived from data gathered on the site using accepted arboricultural practices. This includes a visual examination of all above ground parts of the tree for structural defects and signs of health and vigour. All examination took place from the ground plane and no trees were cored, probed or climbed. There was also no detailed inspection of the root crown where excavation would have been required. This inventory describes the health, structural stability and identifies potential hazards of the trees to a reasonable extent. Where dead branches or other are identified in the notes it is the owners responsibility to take action. This inventory does not provide or imply a guarantee that these trees or branches will remain standing intact. The stability of any tree or branches of a tree cannot be predicted with absolute certainty under all circumstances. There is, likewise, no guarantee of survival for those trees to be preserved during construction but which are subject to injury. Tree preservation guidelines that are provided in this report are generally suitable for the tree as determined by the visual assessment. However, there is no guarantee that these guidelines will be followed throughout construction unless an arborist is retained for complete supervision of the site at all times. Even with complete supervision, roots in an urban environment are unpredictable. Guidelines, that suppose an even distribution of roots may not be effective in cases where roots have clustered in small areas. The assessment in this inventory is valid only at the time of inspection. Recommended Action P - Preserve R - Remove for poor condition RC - Remove for Construction R* - Remove with Neighbours Approval R** - Remove with Town's Approval T - Transplant TREE PROTECTION RECOMMENDATIONS: · Install hoarding for subsequent municipal review/approval. · Hoarding may be moved temporarily to provide access for tree removal only. These trees should be felled away from protected areas to avoid pulling and breaking of roots of trees to remain. · Pruning, if required, should be done prior to construction and in accordance with current arboricultural practices. · Storage of any materials, fill, vehicles/equipment, and disposal of liquids is not permitted within 1m of protected areas. · Excavation in close proximity to protected areas are to be undertaken with a certified arborist present. · Roots encountered due to excavation are to be cut with a clean sharp blade. Tearing and ripping of roots is not permitted. · Hydrovacing is recommended as the preferred method for excavation. within 1m of protected areas. · Exposed roots are to be covered immediately with mulch or topsoil and watered thoroughly. A light coloured tarpaulin may also be used to prevent root desiccation. · Deep root fertilize (3:1:1) following backfilling. · Trees should be re-assessed periodically in order to maintain an up to date understanding of health and structure. Trees less than 10cm caliper, and large shrubs may exist on the site. It is the contractors responsibility to determine the extent of possible removals by field review prior to submission of quotations for removals work. Comments B Borer BF Backfilled CS Compacted soil DB Dead branches G Girdling HA Hazard IB Included bark _° LS Lean showing direction (i.e. LS=lean south) 2L 2 leaders or codominant stems MB Multibranched node MS/ML Multistem 1:250 TREE INVENTORY & PRESERVATION PLAN TREE INVENTORY LEGEND Biological Health H (High) - No apparent diseases or symptoms, moderate to high vigour. M (Medium) - Minor diseases and/or symptoms, moderate vigour. L (Low) - Major disease and/or symptoms, poor vigour. Structural Condition H (High) - No defects, well-developed crown. M (Medium) - Minor structural defects. L (Low) - Major structural defects. 19 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 18 TREE PROTECTION BARRIER N.T.S Edge of Existing Drip Line Existing Chain Link Fence to Remain and act as Tree Protection Hoarding Existing Chain Link Fence to Remain Issued for Submission 11 Oct 19

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Page 1: Edge of Existing - Burlington...(DEDICATED BY REGISTERED PLAN 20M-977) PIN 07202-0527 (LT) PART 2, PLAN 20R-17554 PIN 07202-1779 (LT) PART 3 PLAN 20R-17554 SUBJECT TO AN EASEMENT AS

6.000

2.000

2.750

2.750

Issued for Client Review10 Oct 19

Fax: (905) 453-9376Tel: (905) 453-9398Suite 300

8501 Mississauga RoadBrampton Ontario L6Y 5G8

Landscape Architecture I Site Design

email: [email protected]

Client Name

Burlingon, ON

Better Life LTC4103 Palladium Way

24 Sept 2019

BTI-1466

FILE NO.

Tree Inventory & Preservation Plan

As shown

T.1 of 1

NT

SM

Existing Tree to be Preserved

Property Line

Existing Tree to be Removedfor Construction

LEGEND

Edge of Existing Drip Line

Tree Protection Barrier

Nick TaylorISA Certified ArboristON-2068ABaker Turner Inc.

LIMITING CONDITIONS:

This tree inventory was derived from data gathered on the site using acceptedarboricultural practices. This includes a visual examination of all above ground parts ofthe tree for structural defects and signs of health and vigour. All examination took placefrom the ground plane and no trees were cored, probed or climbed. There was also nodetailed inspection of the root crown where excavation would have been required.

This inventory describes the health, structural stability and identifies potential hazards ofthe trees to a reasonable extent. Where dead branches or other are identified in thenotes it is the owners responsibility to take action. This inventory does not provide orimply a guarantee that these trees or branches will remain standing intact. The stabilityof any tree or branches of a tree cannot be predicted with absolute certainty under allcircumstances.

There is, likewise, no guarantee of survival for those trees to be preserved duringconstruction but which are subject to injury. Tree preservation guidelines that areprovided in this report are generally suitable for the tree as determined by the visualassessment. However, there is no guarantee that these guidelines will be followedthroughout construction unless an arborist is retained for complete supervision of thesite at all times. Even with complete supervision, roots in an urban environment areunpredictable. Guidelines, that suppose an even distribution of roots may not beeffective in cases where roots have clustered in small areas.

The assessment in this inventory is valid only at the time of inspection.

Recommended ActionP - PreserveR - Remove for poor conditionRC - Remove for ConstructionR* - Remove with Neighbours ApprovalR** - Remove with Town's ApprovalT - Transplant

TREE PROTECTION RECOMMENDATIONS:

· Install hoarding for subsequent municipal review/approval.· Hoarding may be moved temporarily to provide access for tree

removal only. These trees should be felled away from protected areasto avoid pulling and breaking of roots of trees to remain.

· Pruning, if required, should be done prior to construction and inaccordance with current arboricultural practices.

· Storage of any materials, fill, vehicles/equipment, and disposal ofliquids is not permitted within 1m of protected areas.

· Excavation in close proximity to protected areas are to be undertakenwith a certified arborist present.

· Roots encountered due to excavation are to be cut with a clean sharpblade. Tearing and ripping of roots is not permitted.

· Hydrovacing is recommended as the preferred method for excavation.within 1m of protected areas.

· Exposed roots are to be covered immediately with mulch or topsoiland watered thoroughly. A light coloured tarpaulin may also be usedto prevent root desiccation.

· Deep root fertilize (3:1:1) following backfilling.· Trees should be re-assessed periodically in order to maintain an up to

date understanding of health and structure.

Trees less than 10cmØ caliper, and large shrubs may exist on the site. It is the contractors responsibility to determinethe extent of possible removals by field review prior to submission of quotations for removals work.

Comments B Borer BF Backfilled CS Compacted soil DB Dead branches G Girdling HA Hazard IB Included bark _° LS Lean showing direction (i.e. LS=lean south) 2L 2 leaders or codominant stems MB Multibranched node MS/ML Multistem

1:250

TREE INVENTORY & PRESERVATION PLAN

TREE INVENTORY LEGEND

Biological HealthH (High) - No apparent diseases or symptoms, moderate to high vigour.M (Medium) - Minor diseases and/or symptoms, moderate vigour.L (Low) - Major disease and/or symptoms, poor vigour.

Structural ConditionH (High) - No defects, well-developed crown.M (Medium) - Minor structural defects.L (Low) - Major structural defects.

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TREE PROTECTION BARRIERN.T.S

Edge of ExistingDrip Line

Existing Chain Link Fenceto Remain and act asTree Protection Hoarding

Existing Chain Link Fence to Remain

Issued for Submission11 Oct 19

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PART 3, PLAN 20R-10994
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LOT 10
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PALLADIUM WAY
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(DEDICATED BY REGISTERED PLAN 20M-977)
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PART 2, PLAN 20R-17554
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SUBJECT TO AN EASEMENT AS IN INST. No. HR499466
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CONCESSION 1
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SAN MH
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SAN MH
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STM MH
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160.76
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OPEN HOLE
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P I N 0 7 2 0 2 - 3 8 8 5 ( L T )
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163.81
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STM MH
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SUBJECT TO AN EASEMENT IN GROSS AS IN INST. No. HR499466
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CLF
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CLF
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CLF
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CLF
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CLF
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P&W
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P&W
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EDGE OF TREES
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EDGE OF TREES
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SHED
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GATE ON LINE
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CONCRETE PAD
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ASPHALT
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EDGE OF TREES
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161.28
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161.41
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CURB CUT
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BREAK
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LINE
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BOTTOM
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OF
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SLOPE
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BELL COMMUNICATIONS BOX LEVELLED TO GROUND
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C/L OF ASPHALT
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163.54
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163.54
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161.56
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161.56
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161.24
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161.24
AutoCAD SHX Text
160.97
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160.97
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161.15
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161.15
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161.49
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161.27
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161.38
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161.18
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161.18
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161.02
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161.23
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160.96
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161.27
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161.27
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163.24
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163.24
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162.05
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162.05
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162.23
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162.23
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162.49
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162.49
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162.43
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162.43
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162.39
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162.39
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162.16
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162.16
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162.60
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162.60
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160.70
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160.99
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161.23
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161.49
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161.66
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161.88
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162.05
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162.33
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161.52
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161.52
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162.13
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162.13
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162.51
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162.51
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161.24
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161.55
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161.05
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161.05
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161.12
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161.29
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161.50
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161.36
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0.7%
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161.01
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0.7%
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1.0%
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161.77
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TC
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162.15
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TC
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162.29
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162.29
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162.00
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BC
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162.26
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162.11
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162.29
AutoCAD SHX Text
162.14
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162.26
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162.11
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162.00
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161.85
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161.75
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2.0%
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2.0%
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161.93
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161.70
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161.95
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161.66
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161.91
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161.81
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162.16
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162.01
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162.00
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161.85
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161.56
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161.62
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BC
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161.44
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161.72
AutoCAD SHX Text
161.57
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163.39
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163.39
AutoCAD SHX Text
161.69
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161.54
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162.48
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162.48
AutoCAD SHX Text
161.98
AutoCAD SHX Text
162.47
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162.47
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162.31
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162.16
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162.32
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162.17
AutoCAD SHX Text
162.02
AutoCAD SHX Text
162.10
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162.19
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TC
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162.04
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BC
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162.16
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TC
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162.01
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BC
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162.33
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162.33
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162.20
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162.20
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0.6%
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0.6%
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162.74
AutoCAD SHX Text
162.21
AutoCAD SHX Text
162.28
AutoCAD SHX Text
162.39
AutoCAD SHX Text
164.23
AutoCAD SHX Text
164.45
AutoCAD SHX Text
164.83
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162.19
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162.00
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162.13
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162.13
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162.31
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2.0%
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162.20
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162.37
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162.37
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162.09
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161.94
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0.6%
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0.6%
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0.6%
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161.54
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1.7%
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0.6%
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1.7%
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0.6%
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3.0%
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4.0%
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3.0%
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0.6%
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1.8%
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2.4%
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0.6%
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2.6%
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2.0%
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2.0%
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2.0%
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2.2%
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161.97
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162.20
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162.20
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162.02
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4R
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4R
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FFE = 162.23m
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MAX 2.5:1 SLOPE
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MAX 3:1 SLOPE
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MATCH TO EXISTING GRADES ALONG PROPERTY LINE
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MATCH TO EXISTING GRADES ALONG PROPERTY LINE
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MATCH TO EXISTING GRADES ALONG PROPERTY LINE
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EXISTING LOW POINT ALONG PROPERTY LINE
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MATCH TO EXISTING GRADES ALONG TOP OF EXISTING BERM (AS PER CONSERVATION HALTON APPROVAL)
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HP
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LP
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LP
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HP
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HP
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LP
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RETAINING WALL MAX HEIGHT = 0.6m
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0.7%
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161.87
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161.91
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161.97
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161.03
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161.03
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6.2%
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4.0%
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161.64
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162.20
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161.55
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3.4%
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0.6%
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0.6%
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162.08
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BC
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162.23
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TC
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162.19
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TC
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162.04
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BC
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162.29
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TC
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162.14
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BC
AutoCAD SHX Text
162.09
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TC
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161.94
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BC
AutoCAD SHX Text
161.98
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TC
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161.83
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BC
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0.6%
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161.89
AutoCAD SHX Text
BC
AutoCAD SHX Text
162.04
AutoCAD SHX Text
TC
AutoCAD SHX Text
161.97
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BC
AutoCAD SHX Text
162.12
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TC
AutoCAD SHX Text
162.02
AutoCAD SHX Text
BC
AutoCAD SHX Text
162.17
AutoCAD SHX Text
TC
AutoCAD SHX Text
162.20
AutoCAD SHX Text
162.20
AutoCAD SHX Text
162.20
AutoCAD SHX Text
161.93
AutoCAD SHX Text
BC
AutoCAD SHX Text
162.00
AutoCAD SHX Text
BC
AutoCAD SHX Text
161.76
AutoCAD SHX Text
BC
AutoCAD SHX Text
161.79
AutoCAD SHX Text
BC
AutoCAD SHX Text
161.69
AutoCAD SHX Text
BC
AutoCAD SHX Text
161.75
AutoCAD SHX Text
BC
AutoCAD SHX Text
161.97
AutoCAD SHX Text
BC
AutoCAD SHX Text
161.97
AutoCAD SHX Text
BC
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
161.77
AutoCAD SHX Text
BC
AutoCAD SHX Text
161.53
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BC
AutoCAD SHX Text
161.40
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BC
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
161.52
AutoCAD SHX Text
BC
AutoCAD SHX Text
161.57
AutoCAD SHX Text
BC
AutoCAD SHX Text
161.60
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BC
AutoCAD SHX Text
161.79
AutoCAD SHX Text
161.90
AutoCAD SHX Text
BC
AutoCAD SHX Text
162.05
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TC
AutoCAD SHX Text
162.11
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BC
AutoCAD SHX Text
162.26
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TC
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161.66
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BC
AutoCAD SHX Text
161.81
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TC
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TC
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BC
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TC
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BC
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TC
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BC
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TC
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BC
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TC
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BC
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TC
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BC
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TC
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BC
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TC
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BC
AutoCAD SHX Text
TC
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BC
AutoCAD SHX Text
162.25
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162.25
AutoCAD SHX Text
162.23
AutoCAD SHX Text
162.21
AutoCAD SHX Text
161.97
AutoCAD SHX Text
BC
AutoCAD SHX Text
162.20
AutoCAD SHX Text
162.07
AutoCAD SHX Text
161.92
AutoCAD SHX Text
162.11
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161.84
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TC
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BC
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TC
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BC
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1.0%
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162.05
AutoCAD SHX Text
161.77
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161.81
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MAX 3:1 SLOPE
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162.20
AutoCAD SHX Text
161.75
AutoCAD SHX Text
161.53
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161.91
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160.98
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160.98
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BW
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TW
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TW
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BW
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161.72
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MAX 3:1
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0.6%
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161.74
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0.6%
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TRENCH DRAINS TOP 161.03
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3.2%
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162.30
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161.89
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161.89
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2.8%
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4.5%
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3.6%
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0.8%
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161.71
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BC
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161.55
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161.74
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3.9%
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1.0%
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1.5%
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0.6%
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2.9%
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161.50
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161.50
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0.7%
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0.6%
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161.83
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A
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A
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161.03
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161.03
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100 YR PONDING LIMIT
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161.67
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TC
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161.52
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BC
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161.63
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TC
AutoCAD SHX Text
161.48
AutoCAD SHX Text
BC
AutoCAD SHX Text
161.49
AutoCAD SHX Text
TC
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161.44
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BC
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161.40
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LP
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0.8%
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0.6%
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161.47
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161.49
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1.1%
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2.5%
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LP
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HP
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TW
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BW
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4.4%
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2.0%
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2.0%
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2.2%
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0.7%
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EX.TREE TO BE REMOVED
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17.7m-CONC. TOE WALL OPSD 3120.100 TYPE 2 MAX HEIGHT = 1.2m
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LIMIT OF DISTURBANCE AREA
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LIMIT OF DISTURBANCE AREA
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162.20
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TW
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161.03
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BW
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B
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B
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CB9 TOP 161.75 GRATE OPSD 400.020 SW.INV.160.93
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MH8 1200mm OPSD 701.010 TOP 161.95 GRATE OPSD 401.010 NE.INV.160.24 E.INV.160.48 SW.INV.160.19
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DCB10 TOP 161.81 GRATE OPSD 400.020 W.INV.160.95
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CB11 TOP 161.66 GRATE OPSD 400.020 NE.INV.160.16
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MH7 1200mm OPSD 701.010 TOP 161.72 GRATE OPSD 401.010 NE.INV.159.99 SE.INV.159.91
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CB13 TOP 161.58 GRATE OPSD 400.020 NE.INV.160.24
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MH14 1200mm OPSD 701.010 TOP 161.48 GRATE OPSD 401.010 SE.INV.159.53 NW.INV.159.56
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CBMH12 1200mm OPSD 701.010 TOP 161.44 GRATE OPSD 400.020 SW.INV.159.73 NW.INV.159.51 NE.INV.159.43
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MH6 1800mm OPSD 701.012 TOP 161.49 GRATE OPSD 401.010 NW.INV.159.59 SW.INV.159.37 E.INV.159.29
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CBMH2 1800mm OPSD 701.012 TOP 161.01 GRATE OPSD 400.020 SW.INV.158.97 N.INV.158.92
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SUPERPIPE #1 (CHAMBERMAXX #1) REQ'D VOLUME = 208.0 m 3PRO'D VOLUME = 244.5 m 3INV.159.56 (SEE DETAIL SEC-1) SHOP DRAWINGS TO BE PROVIDED FOR APPROVAL
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EX.525mm%%C CONC. STM. @ 1.42%%%
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EX.300mm PVC SAN. @ 1.32%%%
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EX.300mm%%C PVC STM. @ 1.50%%%
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EX.300%%C PVC WATERMAIN
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HYD&V
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200 FIREPVC WM
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100 DOMESTICPVC WM
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150 FIRE PVC WATERMAIN
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150 FIRE PVC WATERMAIN
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EX.200mm PVC SAN. @ 1.90%
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EX.525mm CONC.STM. @ 1.07%
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EX.HYD
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EX.HYD
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100 V&B
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200 V&B
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150 FIRE PVC WATERMAIN
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200x150 TEE
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45%%DBEND
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45%%DBEND
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150x150 TEE
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SAN PLUG INV.158.86
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MH2A 1200mm OPSD 701.010 TOP 162.20 GRATE OPSD 401.010 NW.INV.158.83 NE.INV.158.78
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1.4m-200mm PVCSAN @ 2.00%
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5.5m-200mm PVCSAN @ 2.00%
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EX.MH1A 1200mm TOP 161.80 W.INV.158.67 E.INV.158.62
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CDSMH5 1800mm OPSD 701.012 TOP 161.47 GRATE OPSD 401.010 W.INV.159.23 NE.INV.159.19 (SEE DETAIL ON DWG. SEC-1)
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TD15 TOP 161.03 SW.INV.159.93
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TD16 TOP 161.03 SW.INV.160.04
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19.7m-300mm PVCSTM @ 0.50% INSULATED SEE THE DETAIL ON THIS DWG.
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ORIFICE TUBE 100mm
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REMOVE EX.525 STM AND INSTALL AS SHOWN IN DWG. SEC-1
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EX.MH1 1800mm TOP 161.75 S.INV.158.85 E.INV.158.80
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SUPERPIPE #2 (CHAMBERMAXX #2) REQ'D VOLUME = 37.7 m 3PRO'D VOLUME = 75.3 m 3INV.158.85 (SEE DETAIL SEC-1) SHOP DRAWINGS TO BE PROVIDED FOR APPROVAL
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150 V&B
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FFE = 162.23m
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100 YEAR CAPTURE
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100 YEAR CAPTURE
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100 YEAR CAPTURE
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EXTENDED FOOTINGS REQUIRED
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HYD&V
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11.25%%DBEND
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45%%DBEND
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HYD&V
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22.5%%DBEND
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150x150 TEE
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CB17 TOP 161.53 GRATE OPSD 400.020 SW.INV.160.03
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7.1m-300mm PVCSTM @ 2.00%
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5.1m-300mm PVCSTM @ 2.00%
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DCB18 TOP 161.40 SW.INV.159.90
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RELOCATE HYDRANT
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UTILITY BOX TO BE RELOCATED
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CUT INTO EX. 300 PVCWM c/w TAPPING SLEEVE & 200 V&BFOR FIRE SERVICE CONNECTION, AND SADDLES FOR DOMESTIC SERVICE CONNECTION AS PER RH 409.01 AND ALIGNED WITH MECHANICAL ROOM
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CCTV INSPECTION TO VERIFY
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ORIFICE TUBE 145mm ASPER MTO GUIDELINES
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21.6m-300mm PVC STM @ 0.90%
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REVISIONS
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DATE
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DESCRIPTION
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NOTE: Contractor is to check and verify all dimensions and conditions on the project, and is to immediately report any discrepancies to the landscape architect before proceeding with the work.
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Project Titleroject TitleTitleitle
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Issuedssued
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Dateate
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Scalecale
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Sheet Numberheet NumberNumberumber
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Job Numberob NumberNumberumber
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Drawn Byrawn ByByy
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Checked Byhecked ByByy
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File Numberile NumberNumberumber