hanmer street - city of barrie

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HANMER STREET SNELGROVE STREET 157 PARKING SPACES PROPOSED 10 STOREY APT. BLDG NEW ELECTRICAL TRANSFORMER t 3000 2000 2000 2000 Sept 19, 2017 project number project title drawing number drawing title scale date drawn by reviewed by 30 HANMER STREET 2016-067 concord, ontario L4K 3M8 150 rivermede road, suite 202 www.landscapeplan.ca 905-669-6838 | fax 905 669-3615 client MOOREGATE ESTATES INC. c/o FERNBROOK HOMES limited planning landscape no. revision date by R1 ISSUED FOR SITE PLAN APPROVAL OCT.13.16 SS R2 ISSUED FOR SITE PLAN APPROVAL MAR.14.17 MH R3 ISSUED FOR SITE PLAN APPROVAL JUN.22/17 AG R4 RE-ISSUED FOR SPA SEPT.19/17 CB O C O A I T I N S S A L N A F O R B E M E M C H I T E C R R T A O N I O A S E P A C S D T N S H A N O G. J H K THESE DRAWINGS ARE THE PROPERTY OF LANDSCAPE PLANNING LIMITED AND SHALL NOT BE ALTERED, MODIFIED, REVISED OR CHANGED WITHOUT THE WRITTEN CONSENT OF LANDSCAPE PLANNING LIMITED. SEAL IS NOT VALID WITHOUT SIGNATURE OF THE LANDSCAPE ARCHITECT. DRAWINGS CANNOT BE USED FOR TENDER/CONSTRUCTION UNTIL SIGNED BY LANDSCAPE ARCHITECT. email [email protected] JS MH 1:250 OCTOBER.2016 LANDSCAPE PLAN L-1 PLANTING BED WOOD FENCE (BSD-1208) DETAIL # SHEET # CHAIN LINK FENCE (BSD-1210) UNIT PAVING - UNILOCK EUROPAVER RANDOM CONCRETE PAVING LIGHT POLE TRANSFORMER ENLARGEMENT# SHEET # LEGEND: 1 D-1 E1 D-1 PATTERN 'B' - SOLDIER COURSE USING EUROPAVER 150mm x 150mm UNIT UNIT PAVING TYPE 'B' 1 D-1 ASPHALT ASPHALT ASPHALT ASPHALT UNIT PAVING TYPE 'A' PLANTING DETAILS TYP. LIGHTING TYP. REFER TO ARCHITECTURE SITE PLAN SOD SOD SITE GRADING, REFER TO ENGINEER'S DRAWINGS SITE GRADING, REFER TO ENGINEER'S DRAWINGS EXISTING CHAIN LINK FENCE TO REMAIN SOD HYDRO TRANSFORMER - REFER TO ARCH.DWGS. WOOD FENCE (BSD-1208) 3 D-1 SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD PLANTING DETAILS TYP. 1-4 D-2 MODULAR RETAINING WALL WITH GUARD RAIL PAINTED LINES TYP., REFER TO ARCHITECTURE SITE PLAN IDENTIFICATION SIGNAGE - REFER TO ARCH. DWGS. 4 D-1 1.52m HIGH CHAIN LINK FENCE (BSD-1210) END OF FENCE END OF FENCE EXISTING FENCE (BARRIE STANDARD 1206 FENCE) TO REMAIN EXISTING ACOUSTIC FENCE TO REMAIN EXISTING STONE MASONRY PIER TO REMAIN 5 D-1 CONCRETE SIDEWALK 2 D-1 TERRAFIX GRASS PAVER - REFER TO ARCH. DWGS. DROPPED CURB - REFER TO ARCH. DWGS. PLANTING DETAILS TYP. 6 D-1 1 D-1 LIGHTING TYP. REFER TO ARCHITECTURE SITE PLAN UNIT PAVING TYPE 'A' WITH CONCRETE FLUSH CURB 1 D-1 UNIT PAVING TYPE 'A' UNIT PAVING TYPE 'A' WITH CONCRETE FLUSH CURB UNIT PAVING TYPE 'B' 1 D-1 UNIT PAVING TYPE 'B' 1 D-1 UNIT PAVING TYPE 'B' 1 D-1 NORTH PROPOSED ENTRANCE FEATURE CONCRETE SIDEWALK TO MUNICIPAL STANDARDS, REFER TO ENGINEER'S DWGS PROPOSED ENTRANCE FEATURE 5 D-1 1-4 D-2 1-4 D-2 7 D-1 REFER TO ENGINEERING PLAN FOR GRADING SOD FUTURE ROAD WIDENING GENERAL CONSTRUCTION NOTES: 1. Contractor shall verify all dimensions and site conditions before proceeding with the work, and report any discrepancies to the Landscape Architect before proceeding. No allowance shall be made on behalf of the Contractor for failure to do so. 2. Landscape Architect is not responsible for accuracy of survey or engineering drawings. Refer to appropriate drawings before proceeding with the work. 3. All existing utilities shown on the drawings are for reference purposes only. Contractor shall be responsible for verifying and staking out the location of all existing utilities and services. Contractor shall give utilities advance notice prior to digging and shall assume all liabilities of damage during construction. All construction to be carried out in accordance with the most current design criteria standards and specifications. 4. Contractor shall establish all property boundaries and corner stakes, and shall be responsible for all costs of re-establishing them should they be disturbed. 5. Contractor shall review existing grades and report any discrepancies to the landscape architect. Commencement of grading shall constitute acceptance of existing grades. 6. Contractor shall notify Landscape Architect 48 hours prior to commencement of work to coordinate inspection schedules. 7. Contractor to confirm physical layout of all landscape and plantings with Landscape Architect before proceeding. 8. Construction must conform to all applicable Codes and Regulations of all authorities having jurisdiction. 9. Refueling, lubrication and/or maintenance of construction vehicles is not permitted on site unless approved by the owner in writing. 10. Contractor shall be responsible for any damage to existing streets, sidewalks, structures, and mature trees to remain during construction of this project and shall repair such damage to the satisfaction of the owner and the municipality at no additional cost. 11. No machine access or grade changes are permitted within the drip line of existing trees. Any roots or branches which extend beyond the tree protection hoarding indicated on this plan which require pruning, must be done in accordance with good aboricultural standards. Any excavations within the drip line must be hand dug. Contractor to remove and dispose hoarding fencing upon construction completion. 12. The Contractor, upon acceptance of the contract, assumes complete responsibility and liability for the job site during the course of construction, and will ensure public safety and cleanliness of municipal roads near the site. 13. All drawings, specifications and related documents are the copyright of the Landscape Architect and must be returned upon request. Reproduction of drawings, specifications and related documents in whole or in part is forbidden without the Landscape Architect's permission. Drawings are not to be scaled. 14. Contractor responsible for the removal and off site disposal of all materials as required to facilitate new construction. 15. For concrete curb, asphalt and grading information refer to engineer's drawings. NO PLANTING WITHIN POWER STREAM EASEMENT

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HANMER STREET

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157 PARKING SPACES

PROPOSED

10 STOREY APT.

BLDG

NEW ELECTRICAL

TRANSFORMER

t3000

20

00

20

00

2000

Sept 19, 2017

project number

project title

drawing number

drawing title

scale

date

drawn byreviewed by

30 HANMER STREET

2016-067

concord, ontario L4K 3M8

150 rivermede road, suite 202

www.landscapeplan.ca

905-669-6838 | fax 905 669-3615

client

MOOREGATE ESTATES

INC. c/o FERNBROOK

HOMES

limited

planning

landscape

no.revision date

by

R1 ISSUED FOR SITE PLAN APPROVAL OCT.13.16 SS

R2 ISSUED FOR SITE PLAN APPROVAL MAR.14.17 MH

R3 ISSUED FOR SITE PLAN APPROVAL JUN.22/17 AG

R4 RE-ISSUED FOR SPA SEPT.19/17 CB

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THESE DRAWINGS ARE THE PROPERTY OF LANDSCAPE

PLANNING LIMITED AND SHALL NOT BE ALTERED, MODIFIED,

REVISED OR CHANGED WITHOUT THE WRITTEN CONSENT OF

LANDSCAPE PLANNING LIMITED. SEAL IS NOT VALID WITHOUT

SIGNATURE OF THE LANDSCAPE ARCHITECT. DRAWINGS

CANNOT BE USED FOR TENDER/CONSTRUCTION UNTIL SIGNED

BY LANDSCAPE ARCHITECT.

email [email protected]

JSMH

1:250

OCTOBER.2016

LANDSCAPE PLAN

L-1

PLANTING BED

WOOD FENCE (BSD-1208)

DETAIL #

SHEET #

CHAIN LINK FENCE (BSD-1210)

UNIT PAVING - UNILOCK EUROPAVER RANDOM

CONCRETE PAVING

LIGHT POLE

TRANSFORMER

ENLARGEMENT#

SHEET #

LEGEND:

1

D-1

E1

D-1

PATTERN 'B' - SOLDIER COURSE USING

EUROPAVER 150mm x 150mm UNIT

UNIT PAVING TYPE 'B'

1

D-1

ASPHALT

ASPHALT

ASPHALT

ASPHALT

UNIT PAVING TYPE 'A'

PLANTING DETAILS TYP.

LIGHTING TYP. REFER TO

ARCHITECTURE SITE PLAN

SOD

SOD

SITE GRADING, REFER

TO ENGINEER'S

DRAWINGS

SITE GRADING, REFER

TO ENGINEER'S

DRAWINGS

EXISTING CHAIN LINK FENCE TO REMAIN

SOD

HYDRO TRANSFORMER

- REFER TO ARCH.DWGS.

WOOD FENCE

(BSD-1208)

3

D-1

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

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SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

PLANTING DETAILS TYP.

1-4

D-2

MODULAR RETAINING WALL

WITH GUARD RAIL

PAINTED LINES TYP., REFER

TO ARCHITECTURE SITE PLAN

IDENTIFICATION SIGNAGE

- REFER TO ARCH. DWGS.

4

D-1

1.52m HIGH CHAIN LINK

FENCE (BSD-1210)

END OF FENCE

END OF FENCE

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EXISTING ACOUSTIC FENCE TO REMAIN

EXISTING STONE MASONRY PIER TO REMAIN

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CONCRETE SIDEWALK

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DROPPED CURB - REFER TO ARCH. DWGS.

PLANTING DETAILS TYP.

6

D-1

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D-1

LIGHTING TYP. REFER TO

ARCHITECTURE SITE PLAN

UNIT PAVING TYPE 'A' WITH

CONCRETE FLUSH CURB

1

D-1

UNIT PAVING TYPE 'A'UNIT PAVING TYPE 'A' WITH CONCRETE FLUSH CURB

UNIT PAVING TYPE 'B'

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D-1

UNIT PAVING TYPE 'B'

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UNIT PAVING TYPE 'B'

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PROPOSED ENTRANCE FEATURE

CONCRETE SIDEWALK TO MUNICIPAL

STANDARDS, REFER TO ENGINEER'S DWGS

PROPOSED ENTRANCE FEATURE

5

D-1

1-4

D-2

1-4

D-2

7

D-1

REFER TO ENGINEERING PLAN

FOR GRADING

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FUTURE ROAD WIDENING

GENERAL CONSTRUCTION NOTES:

1. Contractor shall verify all dimensions and site conditions before proceeding with the

work, and report any discrepancies to the Landscape Architect before proceeding. No

allowance shall be made on behalf of the Contractor for failure to do so.

2. Landscape Architect is not responsible for accuracy of survey or engineering

drawings. Refer to appropriate drawings before proceeding with the work.

3. All existing utilities shown on the drawings are for reference purposes only.

Contractor shall be responsible for verifying and staking out the location of all existing

utilities and services. Contractor shall give utilities advance notice prior to digging and

shall assume all liabilities of damage during construction. All construction to be carried

out in accordance with the most current design criteria standards and specifications.

4. Contractor shall establish all property boundaries and corner stakes, and shall be

responsible for all costs of re-establishing them should they be disturbed.

5. Contractor shall review existing grades and report any discrepancies to the

landscape architect. Commencement of grading shall constitute acceptance of existing

grades.

6. Contractor shall notify Landscape Architect 48 hours prior to commencement of

work to coordinate inspection schedules.

7. Contractor to confirm physical layout of all landscape and plantings with Landscape

Architect before proceeding.

8. Construction must conform to all applicable Codes and Regulations of all authorities

having jurisdiction.

9. Refueling, lubrication and/or maintenance of construction vehicles is not permitted

on site unless approved by the owner in writing.

10. Contractor shall be responsible for any damage to existing streets, sidewalks,

structures, and mature trees to remain during construction of this project and shall

repair such damage to the satisfaction of the owner and the municipality at no

additional cost.

11. No machine access or grade changes are permitted within the drip line of existing

trees. Any roots or branches which extend beyond the tree protection hoarding

indicated on this plan which require pruning, must be done in accordance with good

aboricultural standards. Any excavations within the drip line must be hand dug.

Contractor to remove and dispose hoarding fencing upon construction completion.

12. The Contractor, upon acceptance of the contract, assumes complete responsibility

and liability for the job site during the course of construction, and will ensure public

safety and cleanliness of municipal roads near the site.

13. All drawings, specifications and related documents are the copyright of the

Landscape Architect and must be returned upon request. Reproduction of drawings,

specifications and related documents in whole or in part is forbidden without the

Landscape Architect's permission. Drawings are not to be scaled.

14. Contractor responsible for the removal and off site disposal of all materials as

required to facilitate new construction.

15. For concrete curb, asphalt and grading information refer to engineer's drawings.

NO PLANTING WITHIN POWER

STREAM EASEMENT

AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
EX CHAIN LINK FENCE
AutoCAD SHX Text
EX BOARD FENCE
AutoCAD SHX Text
EX BOARD FENCE
AutoCAD SHX Text
EX. CONCRETE SIDEWALK
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EX. CONCRETE SIDEWALK
AutoCAD SHX Text
EDGE OF ASPHALT
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EDGE OF ASPHALT
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EDGE OF ASPHALT
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EDGE OF ASPHALT
AutoCAD SHX Text
CENTRELINE OF ROAD
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CENTRELINE OF ROAD
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EXISTING COMMERCIAL (VACANT)
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EXISTING AGRICULTURAL
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TOWNSHIP OF SPRINGWATER
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EXISTING TRANS CANADA PIPELINE
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EXISTING RESIDENTIAL
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EX. CB
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EX. CB
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EX. CB
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EX. CB
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EX. CB
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EX. DDLT01728
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EX. SAC09132
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EX. SAC09130
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V7253
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V7254
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H3767
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EX. CONCRETE SIDEWALK
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SNELGROVE STREET
AutoCAD SHX Text
2.0%
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2.0%
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2.8%
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2.2%
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3.0%
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3.8%
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1.6%
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000
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+
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0
AutoCAD SHX Text
040
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+
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0
AutoCAD SHX Text
080
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+
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0
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120
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+
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0
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160
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+
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0
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198
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+
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0
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PI: 0+040.95
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PI: 0+060.06
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PI: 0+081.28
AutoCAD SHX Text
PI: 0+098.08
AutoCAD SHX Text
PI: 0+081.28
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PI: 0+060.06
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PI: 0+040.95
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PI: 0+000.00
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H3767
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0.5%
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0.5%
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0.5%
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0.5%
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2.6%
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NE 286.13 NW 286.11 SW 286.06
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4.0%
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4.4%
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0.5%
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2.1%
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2.0%
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EX. 300mm%%C W/M
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288.71
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288.35
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285.17
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288.58
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289.20
AutoCAD SHX Text
288.92
AutoCAD SHX Text
288.66
AutoCAD SHX Text
288.12
AutoCAD SHX Text
287.82
AutoCAD SHX Text
287.54
AutoCAD SHX Text
287.16
AutoCAD SHX Text
286.17
AutoCAD SHX Text
285.54
AutoCAD SHX Text
287.64
AutoCAD SHX Text
288.70
AutoCAD SHX Text
288.73
AutoCAD SHX Text
288.32
AutoCAD SHX Text
288.49
AutoCAD SHX Text
288.75
AutoCAD SHX Text
287.73
AutoCAD SHX Text
287.09
AutoCAD SHX Text
285.37
AutoCAD SHX Text
288.53
AutoCAD SHX Text
285.60
AutoCAD SHX Text
285.73
AutoCAD SHX Text
286.13
AutoCAD SHX Text
286.37
AutoCAD SHX Text
288.05
AutoCAD SHX Text
287.88
AutoCAD SHX Text
288.31
AutoCAD SHX Text
285.81
AutoCAD SHX Text
288.58
AutoCAD SHX Text
288.58
AutoCAD SHX Text
288.71
AutoCAD SHX Text
288.71
AutoCAD SHX Text
288.71
AutoCAD SHX Text
288.62
AutoCAD SHX Text
74
AutoCAD SHX Text
289.25
AutoCAD SHX Text
289.09
AutoCAD SHX Text
288.88
AutoCAD SHX Text
289.14
AutoCAD SHX Text
286.21
AutoCAD SHX Text
286.39
AutoCAD SHX Text
284.83
AutoCAD SHX Text
285.00
AutoCAD SHX Text
286.76
AutoCAD SHX Text
87
AutoCAD SHX Text
87
AutoCAD SHX Text
288.75
AutoCAD SHX Text
288.31
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289.19
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0.5%
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3.2%
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3.6%
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3.3%
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284.54
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284.81
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0.8%
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1.0%
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286.28
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0.5%
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5.0%
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5.0%
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3.5%
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3.4%
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0.5%
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2.2%
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1.0%
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1.8%
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0.5%
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1.4%
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0.9%
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2.0%
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2.0%
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1.9%
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2.3%
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1.2%
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1.8%
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2.6%
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1.3%
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1.0%
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4.0%
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4.8%
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1.0%
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3.1%
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3.4%
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2.3%
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2.6%
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2.6%
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2.6%
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3.5%
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3.4%
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5.0%
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3.1%
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2.6%
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3.6%
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2.3%
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T/W 287.15 B/W 286.28
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T/W 287.56 B/W 286.76
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T/W 287.98 B/W 287.16
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2.0%
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2.0%
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T
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ENTRANCE
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ENTRANCE
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L.F.
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L.F.
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L.F.
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L.F.
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L.F.
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L.F.
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L.F.
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L.F.

HANMER STREET

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157 PARKING SPACES

PROPOSED

10 STOREY APT.

BLDG

t3000

20

00

20

00

2000

Sept 19, 2017

project number

project title

drawing number

drawing title

scale

date

drawn byreviewed by

30 HANMER STREET

2016-067

concord, ontario L4K 3M8

150 rivermede road, suite 202

www.landscapeplan.ca

905-669-6838 | fax 905 669-3615

client

MOOREGATE ESTATES

INC. c/o FERNBROOK

HOMES

limited

planning

landscape

no. revision date

by

R1 ISSUED FOR SITE PLAN APPROVAL OCT.13.16 SS

R2 ISSUED FOR SITE PLAN APPROVAL MAR.14.17 MH

R3 ISSUED FOR SITE PLAN APPROVAL JUN.22/17 AG

R4 RE-ISSUED FOR SPA SEPT.19/17 CB

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THESE DRAWINGS ARE THE PROPERTY OF LANDSCAPE

PLANNING LIMITED AND SHALL NOT BE ALTERED, MODIFIED,

REVISED OR CHANGED WITHOUT THE WRITTEN CONSENT OF

LANDSCAPE PLANNING LIMITED. SEAL IS NOT VALID WITHOUT

SIGNATURE OF THE LANDSCAPE ARCHITECT. DRAWINGS

CANNOT BE USED FOR TENDER/CONSTRUCTION UNTIL SIGNED

BY LANDSCAPE ARCHITECT.

email [email protected]

JSMH

1:250

OCTOBER 2016

PLANTING PLAN

L-2

PLANTING BED

WOOD FENCE (BSD-1208)

DETAIL #

SHEET #

CHAIN LINK FENCE (BSD-1210)

UNIT PAVING - UNILOCK EUROPAVER RANDOM

CONCRETE PAVING

LIGHT POLE

TRANSFORMER

ENLARGEMENT#

SHEET #

LEGEND:

1

D-1

E1

D-1

PATTERN 'B' - SOLDIER COURSE USING

EUROPAVER 150mm x 150mm UNIT

ASPHALT

ASPHALT

ASPHALT

GENERAL PLANTING AND BED PREPARATION NOTES:

PLANT PERFORMANCE:

1. ALL PLANT MATERIAL SHALL BE NURSERY STOCK CONFORMING TO THE LATEST EDITION OF THE

CANADIAN STANDARDS FOR NURSERY STOCK AS PUBLISHED BY THE CANADIAN NURSERY

LANDSCAPE ASSOCIATION.

2. ALL PLANTS SHALL BE HEALTHY, VIGOUROUS PLANTS, FREE FROM DEFECTS, DECAY, DISFIGURING

ROOTS, SUN-SCALD INJURIES, BARK ABRASIONS, PLANT DISEASES AND PESTS AND ALL FORMS OF

INFESTATIONS OR OBJECTIONABLE DISFIGUREMENTS.

3. ALL PLANTS SHALL BE TRUE TO NAME, SIZE, CONDITION AND QUANTITY AS PER PLAN AND PLANT

LIST SPECIFICATIONS.

4. ALL PLANT MATERIAL SHALL BE UNWRAPPED PRIOR TO INSPECTION. THE LANDSCAPE ARCHITECT

RESERVES THE RIGHT TO INSPECT ALL PLANT MATERIAL AND REJECT ALL MATERIAL THAT DOES NOT

MEET THE STANDARDS LISTED HEREIN.

5. SUBSTITUTIONS WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN REQUEST BY THE CONSULTING

LANDSCAPE ARCHITECT . ADDITIONAL PLANT QUANTITIES WILL BE REQUIRED TO COMPENSATE FOR

APPROVED REDUCTION IN SIZE DUE TO UNAVAILABILITY OF MATERIALS, TO THE SATISFACTION OF

THE LANDSCAPE ARCHITECT.

6. ALL TREES SHALL BE OPEN-GROWN FOR WIND-FIRMNESS. TREES SHALL NOT BE LEANING OR HAVE

SIGNIFICANT SWEEP, CROOK OR BEND. DECIDUOUS TREES SHALL HAVE APPROXIMATELY

TWO-THIRDS OF THEIR TOTAL HEIGHT IN LIVING BRANCHES. ALL TREES SHALL HAVE GOOD CROWN

SHAPE AND COLOUR (EVERGREENS) CHARACTERISTIC OF THEIR SPECIES. TREES SHALL HAVE A

SINGLE DOMINANT LEADER WITH NO SIDE BRANCHES TALLER / LONGER THAN THE MAIN LEADER.

TOPSOIL REQUIREMENTS:

1. Topsoil shall be a fertile, natural loam, capable of sustaining healthy

growth; containing a minimum of 4% organic matter for clay loams and

2% organic matter for sandy loam, to a maximum of 25% by volume.

Topsoil shall be loose and friable, free of subsoil, clay lumps, stones,

roots or any other deleterious material greater than 50mm diameter.

Topsoil shall be free of all litter and toxic materials that may be harmful to

plant growth. Topsoil containing sod clumps, crabgrass, couchgrass or

other noxious weeds is not acceptable. Topsoil shall not be delivered or

placed in a frozen or excessively wet condition. Topsoil acidity /

alkalinity shall be in the range of 6.0pH to 7.5pH.

2. Topsoil depth requirements are as follows:

- Shrub Planting Beds: 500mm min. continuous depth

- Tree Planting Beds: 600mm min. continuous depth

- Sodded Areas: 150mm min. continuous depth

SERVICES, STAKEOUTS & PLANTING ADJUSTMENTS

1. Contractors shall obtain stakeouts from all Utilities prior to landscape

installations.

7. IF REQUIRED, TREES SHALL BE PROPERLY TARGET PRUNED (NEVER FLUSH

CUT, TRIMMED, ROUNDED-OVER, HEDGED, TIPPED OR TOPPED) AND DEAD /

DAMAGED BRANCHES SHALL BE REMOVED. BRANCHES THAT CROSS-OVER

EACH OTHER OR RUB AGAINST EACH OTHER, CO-DOMINANT LEADERS, AND

BRANCHES GROWING UPWARD INSIDE THE CROWN SHALL BE PROPERLY

PRUNED. TREES SHALL NOT BE TREATED AT ANY TIME WITH WOUND PAIN.

8. TALL TREES SHALL HAVE ROOT BALL SIZES THAT MEET OR EXCEED

NURSERY STANDARDS. ROOT BALLS SHALL BE FIRM AND STRUCTURALLY

INTEGRAL WITH THE TRUNK.

9. SHRUBS AND GROUND COVERS SHALL HAVE FULL, WELL BRANCHED

CROWNS TYPICAL OF SPECIES OR VARIETY. ROOT SYSTEMS SHALL BE

AMPLE, WELL-BALANCED AND FIBROUS, CAPABLE OF SUSTAINING

VIGOROUS GROWTH. PLANTS THAT ARE WEAK OR THIN, UNDERSIZED, OR

HAVE BEEN CUT BACK FROM LARGER GRADES TO MEET SPECIFICATIONS

SHALL BE REJECTED.

10. ALL SOD SHALL BE TURFGRASS NURSERY SOD CONFORMING TO THE

LATEST SPECIFICATIONS OF THE ONTARIO SOD ASSOCIATION AND THE THE

NURSERY SOD GROWERS ASSOCIATION.

ASPHALT

S

O

D

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

ITEM PLANT TYPE CITY REQUIREMENT

PROPOSED

QUANTITY

1 Deciduous Trees 4647

2 Coniferous Trees 23 24

3 Deciduous Shrubs 93470

4 Coniferous Shrubs 46 49

5

Perennials and

Grasses

N/A132

SITE PLANTING DENSITY

RESIDENTIAL DEVELOPMENT SITE AREA: 930 m²

IN ACCORDANCE WITH CITY OF BARRIE URBAN DESIGN MATRIX

DECIDUOUS TREES

KEY BOTANICAL NAME COMMON NAME HEIGHT SPREADCALIPER

ROOT REMARKS

CONIFEROUS TREES

KEY BOTANICAL NAME COMMON NAME HEIGHT SPREAD CALIPER ROOT REMARKS

DECIDUOUS SHRUBS

KEY BOTANICAL NAME COMMON NAME

HEIGHT SPREAD CALIPER

ROOT REMARKS

PERENNIALS & GRASSES

KEY BOTANICAL NAME COMMON NAME

HEIGHT SPREAD CALIPER

ROOT REMARKS

CONIFEROUS SHRUBS

KEY BOTANICAL NAME COMMON NAME

HEIGHT SPREAD CALIPER

ROOT REMARKS

PLANT LIST

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

ASPHALT

ASPHALT

N

O

R

T

H

NO PLANTING

WITHIN POWER

STREAM EASEMENT

AutoCAD SHX Text
CHAIN LINK FENCE
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CHAIN LINK FENCE
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EX CHAIN LINK FENCE
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EX BOARD FENCE
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EX BOARD FENCE
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EX. CONCRETE SIDEWALK
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EX. CONCRETE SIDEWALK
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EDGE OF ASPHALT
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CENTRELINE OF ROAD
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EXISTING COMMERCIAL (VACANT)
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EXISTING AGRICULTURAL
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TOWNSHIP OF SPRINGWATER
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EXISTING TRANS CANADA PIPELINE
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EXISTING RESIDENTIAL
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EX. CB
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EX. CB
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EX. CB
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EX. SAC09132
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EX. SAC09130
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H3767
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EX. CONCRETE SIDEWALK
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SNELGROVE STREET
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2.0%
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2.0%
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2.8%
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2.2%
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3.0%
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3.8%
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1.6%
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000
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+
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0
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040
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+
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0
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080
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+
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0
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120
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+
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0
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160
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+
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0
AutoCAD SHX Text
198
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+
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0
AutoCAD SHX Text
PI: 0+040.95
AutoCAD SHX Text
PI: 0+060.06
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PI: 0+081.28
AutoCAD SHX Text
PI: 0+098.08
AutoCAD SHX Text
PI: 0+081.28
AutoCAD SHX Text
PI: 0+060.06
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PI: 0+040.95
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PI: 0+000.00
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H3767
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0.5%
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0.5%
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0.5%
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0.5%
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2.6%
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NE 286.13 NW 286.11 SW 286.06
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4.0%
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4.4%
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0.5%
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2.1%
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2.0%
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EX. 300mm%%C W/M
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288.71
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288.35
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285.17
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288.58
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289.20
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288.92
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288.66
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288.12
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287.82
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287.54
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287.16
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286.17
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285.54
AutoCAD SHX Text
287.64
AutoCAD SHX Text
288.70
AutoCAD SHX Text
288.73
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288.32
AutoCAD SHX Text
288.49
AutoCAD SHX Text
288.75
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287.73
AutoCAD SHX Text
287.09
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285.37
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288.53
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285.60
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285.73
AutoCAD SHX Text
286.13
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286.37
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288.05
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287.88
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288.31
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285.81
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288.58
AutoCAD SHX Text
288.58
AutoCAD SHX Text
288.71
AutoCAD SHX Text
288.71
AutoCAD SHX Text
288.71
AutoCAD SHX Text
288.62
AutoCAD SHX Text
74
AutoCAD SHX Text
289.25
AutoCAD SHX Text
289.09
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288.88
AutoCAD SHX Text
289.14
AutoCAD SHX Text
286.21
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286.39
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284.83
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285.00
AutoCAD SHX Text
286.76
AutoCAD SHX Text
87
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87
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288.75
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289.19
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0.5%
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3.2%
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3.6%
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3.3%
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284.54
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0.8%
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1.0%
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286.28
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0.5%
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5.0%
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5.0%
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3.5%
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3.4%
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0.5%
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2.2%
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1.0%
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1.8%
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0.5%
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1.4%
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0.9%
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2.0%
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2.0%
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1.9%
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2.3%
AutoCAD SHX Text
1.2%
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1.8%
AutoCAD SHX Text
2.6%
AutoCAD SHX Text
1.3%
AutoCAD SHX Text
1.0%
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4.0%
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4.8%
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1.0%
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3.1%
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3.4%
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2.3%
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2.6%
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2.6%
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2.6%
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3.5%
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3.4%
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5.0%
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3.1%
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2.6%
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3.6%
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2.3%
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T/W 287.15 B/W 286.28
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T/W 287.56 B/W 286.76
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T/W 287.98 B/W 287.16
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2.0%
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2.0%
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T
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ENTRANCE
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L.F.
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L.F.
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L.F.
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L.F.
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L.F.
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L.F.
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L.F.
AutoCAD SHX Text
L.F.
AutoCAD SHX Text
48
AutoCAD SHX Text
Spa
AutoCAD SHX Text
4
AutoCAD SHX Text
GB
AutoCAD SHX Text
1
AutoCAD SHX Text
GB
AutoCAD SHX Text
34
AutoCAD SHX Text
Rb
AutoCAD SHX Text
19
AutoCAD SHX Text
Spa
AutoCAD SHX Text
22
AutoCAD SHX Text
Ptp
AutoCAD SHX Text
8
AutoCAD SHX Text
Jst
AutoCAD SHX Text
1
AutoCAD SHX Text
PCH
AutoCAD SHX Text
2
AutoCAD SHX Text
PCH
AutoCAD SHX Text
1
AutoCAD SHX Text
PCH
AutoCAD SHX Text
8
AutoCAD SHX Text
Ptg
AutoCAD SHX Text
6
AutoCAD SHX Text
mis
AutoCAD SHX Text
14
AutoCAD SHX Text
mis
AutoCAD SHX Text
16
AutoCAD SHX Text
Jst
AutoCAD SHX Text
14
AutoCAD SHX Text
Pms
AutoCAD SHX Text
8
AutoCAD SHX Text
Phd
AutoCAD SHX Text
9
AutoCAD SHX Text
Jst
AutoCAD SHX Text
18
AutoCAD SHX Text
Ptg
AutoCAD SHX Text
16
AutoCAD SHX Text
Jst
AutoCAD SHX Text
14
AutoCAD SHX Text
Pms
AutoCAD SHX Text
6
AutoCAD SHX Text
mis
AutoCAD SHX Text
8
AutoCAD SHX Text
Ptg
AutoCAD SHX Text
6
AutoCAD SHX Text
AR
AutoCAD SHX Text
30
AutoCAD SHX Text
Sgo
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7
AutoCAD SHX Text
Pdi
AutoCAD SHX Text
7
AutoCAD SHX Text
Phd
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3
AutoCAD SHX Text
QRF
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25
AutoCAD SHX Text
hv
AutoCAD SHX Text
3
AutoCAD SHX Text
PG
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34
AutoCAD SHX Text
hhr
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4
AutoCAD SHX Text
TCG
AutoCAD SHX Text
2
AutoCAD SHX Text
AAF
AutoCAD SHX Text
7
AutoCAD SHX Text
TAR
AutoCAD SHX Text
3
AutoCAD SHX Text
PST
AutoCAD SHX Text
1
AutoCAD SHX Text
AR
AutoCAD SHX Text
2
AutoCAD SHX Text
GTH
AutoCAD SHX Text
1
AutoCAD SHX Text
GTH
AutoCAD SHX Text
1
AutoCAD SHX Text
GTH
AutoCAD SHX Text
1
AutoCAD SHX Text
GTH
AutoCAD SHX Text
2
AutoCAD SHX Text
GTH
AutoCAD SHX Text
51
AutoCAD SHX Text
Pts
AutoCAD SHX Text
33
AutoCAD SHX Text
Pts
AutoCAD SHX Text
38
AutoCAD SHX Text
Sjs
AutoCAD SHX Text
30
AutoCAD SHX Text
cak
AutoCAD SHX Text
17
AutoCAD SHX Text
cak
AutoCAD SHX Text
47
AutoCAD SHX Text
Ss
AutoCAD SHX Text
12
AutoCAD SHX Text
Ss
AutoCAD SHX Text
Acer rubrum
AutoCAD SHX Text
Red Maple
AutoCAD SHX Text
60
AutoCAD SHX Text
550-600
AutoCAD SHX Text
W.B.
AutoCAD SHX Text
150
AutoCAD SHX Text
Gingko biloba
AutoCAD SHX Text
Maidenhair Tree
AutoCAD SHX Text
QRF
AutoCAD SHX Text
Quercus robur "Fastigiata"
AutoCAD SHX Text
Pyramidal English Oak
AutoCAD SHX Text
TCG
AutoCAD SHX Text
Tilia cordata
AutoCAD SHX Text
"Greenspire"
AutoCAD SHX Text
Greenspire Linden
AutoCAD SHX Text
AAF
AutoCAD SHX Text
Acer rubrum
AutoCAD SHX Text
"Autumn Flame"
AutoCAD SHX Text
Autumn Flame Red Maple
AutoCAD SHX Text
PCH
AutoCAD SHX Text
Pyrus calleryana
AutoCAD SHX Text
"Chanticleer"
AutoCAD SHX Text
Chanticleer Ornamental Pear
AutoCAD SHX Text
TAR
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Tilia americana
AutoCAD SHX Text
Redmond Linden
AutoCAD SHX Text
"Redmond"
AutoCAD SHX Text
Gleditsia triacanthos inermis
AutoCAD SHX Text
"Shademaster"
AutoCAD SHX Text
Shademaster Honey-locust
AutoCAD SHX Text
Picea glauca
AutoCAD SHX Text
White Spruce
AutoCAD SHX Text
PG
AutoCAD SHX Text
200 cm
AutoCAD SHX Text
9
AutoCAD SHX Text
AR
AutoCAD SHX Text
60
AutoCAD SHX Text
550-600
AutoCAD SHX Text
W.B.
AutoCAD SHX Text
150
AutoCAD SHX Text
GB
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GTH
AutoCAD SHX Text
60
AutoCAD SHX Text
550-600
AutoCAD SHX Text
W.B.
AutoCAD SHX Text
150
AutoCAD SHX Text
60
AutoCAD SHX Text
550-600
AutoCAD SHX Text
W.B.
AutoCAD SHX Text
150
AutoCAD SHX Text
60
AutoCAD SHX Text
550-600
AutoCAD SHX Text
W.B.
AutoCAD SHX Text
150
AutoCAD SHX Text
60
AutoCAD SHX Text
550-600
AutoCAD SHX Text
W.B.
AutoCAD SHX Text
150
AutoCAD SHX Text
60
AutoCAD SHX Text
550-600
AutoCAD SHX Text
W.B.
AutoCAD SHX Text
150
AutoCAD SHX Text
60
AutoCAD SHX Text
550-600
AutoCAD SHX Text
W.B.
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150
AutoCAD SHX Text
4
AutoCAD SHX Text
11
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
7
AutoCAD SHX Text
4
AutoCAD SHX Text
W.B.
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Physocarpus opulifolius
AutoCAD SHX Text
Diabolo Ninebark
AutoCAD SHX Text
Pdi
AutoCAD SHX Text
'Diabolo'
AutoCAD SHX Text
Ptg
AutoCAD SHX Text
Potentilla fruticosa
AutoCAD SHX Text
Goldfinger Potentilla
AutoCAD SHX Text
" Goldfinger"
AutoCAD SHX Text
60 cm
AutoCAD SHX Text
60 cm
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60 cm
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POT
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POT
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POT
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7
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Goldmound Spirea
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Spiraea japonica "Goldmound"
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Sgo
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30
AutoCAD SHX Text
Juniperus sabina
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"Tamariscifolia"
AutoCAD SHX Text
Tamarix Juniper
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Jst
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49
AutoCAD SHX Text
34
AutoCAD SHX Text
Sjs
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90
AutoCAD SHX Text
Spa
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67
AutoCAD SHX Text
Pts
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84
AutoCAD SHX Text
Rb
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34
AutoCAD SHX Text
Spiraea japonica
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"Shirobana"
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Shirobana Spirea
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Spiraea bumalda
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"Anthony Waterer"
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Anthony Waterer Spirea
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Potentilla fruticosa
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Goldstar Cinquefoil
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" Goldstar"
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Ribes alpinum
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Alpine Currant
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Calamagrostis acutiflora
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Cak
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Karl Foerster
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"Karl Foerster"
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Feather Reed Grass
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mis
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1 GAL
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1 GAL
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1 GAL
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47
AutoCAD SHX Text
25
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34
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26
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Helictotrichon sempervirens
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Evergreen Oat
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hv
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Hemerocallis
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Happy Returns Daylily
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"Happy Returns"
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hhr
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Sorbaria sorbifolia
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False Spirea
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Ss
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59
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Physocarpus opulifolius
AutoCAD SHX Text
"Dart's Gold"
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Dart's Gold Ninebark
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Phd
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15
AutoCAD SHX Text
Pms
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28
AutoCAD SHX Text
Philadelphus "Miniature
AutoCAD SHX Text
Snowflake"
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Miniature Snowflake
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Mock-orange
AutoCAD SHX Text
1 GAL
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-
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-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
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-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
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-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
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-
AutoCAD SHX Text
-
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-
AutoCAD SHX Text
-
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-
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-
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-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
60 cm
AutoCAD SHX Text
POT
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
60 cm
AutoCAD SHX Text
POT
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
60 cm
AutoCAD SHX Text
POT
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
60 cm
AutoCAD SHX Text
POT
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
60 cm
AutoCAD SHX Text
POT
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
60 cm
AutoCAD SHX Text
POT
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
60 cm
AutoCAD SHX Text
POT
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
60 cm
AutoCAD SHX Text
POT
AutoCAD SHX Text
-
AutoCAD SHX Text
-
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-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
Miscanthus sinensis
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Maidengrass
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
2
AutoCAD SHX Text
AAF
AutoCAD SHX Text
3
AutoCAD SHX Text
PST
AutoCAD SHX Text
3
AutoCAD SHX Text
PST
AutoCAD SHX Text
3
AutoCAD SHX Text
PG
AutoCAD SHX Text
3
AutoCAD SHX Text
PG
AutoCAD SHX Text
3
AutoCAD SHX Text
AR
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Pinus strobus
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White Pine
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PST
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200 cm
AutoCAD SHX Text
15
AutoCAD SHX Text
W.B.
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-
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-
AutoCAD SHX Text
-
AutoCAD SHX Text
1
AutoCAD SHX Text
GTH
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52
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Sjs
AutoCAD SHX Text
1
AutoCAD SHX Text
AR
AutoCAD SHX Text
1
AutoCAD SHX Text
GB
AutoCAD SHX Text
3
AutoCAD SHX Text
PST
AutoCAD SHX Text
3
AutoCAD SHX Text
PST
AutoCAD SHX Text
Ptp
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22
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Potentilla fruticosa
AutoCAD SHX Text
"Pink Beauty"
AutoCAD SHX Text
Pink Beauty Potentilla
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60 cm
AutoCAD SHX Text
POT
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-
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-

Sept 19, 2017

project number

project title

drawing number

drawing title

scale

date

drawn byreviewed by

30 HANMER STREET

2016-067

concord, ontario L4K 3M8

150 rivermede road, suite 202

www.landscapeplan.ca

905-669-6838 | fax 905 669-3615

client

MOOREGATE ESTATES

INC. c/o FERNBROOK

HOMES

limited

planning

landscape

no.revision date

by

R1 ISSUED FOR SITE PLAN APPROVAL OCT.13.16 SS

R2 ISSUED FOR SITE PLAN APPROVAL MAR.14.17 MH

R3 ISSUED FOR SITE PLAN APPROVAL JUN.22/17 AG

R4 RE-ISSUED FOR SPA SEPT.19/17 CB

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J

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THESE DRAWINGS ARE THE PROPERTY OF LANDSCAPE

PLANNING LIMITED AND SHALL NOT BE ALTERED, MODIFIED,

REVISED OR CHANGED WITHOUT THE WRITTEN CONSENT OF

LANDSCAPE PLANNING LIMITED. SEAL IS NOT VALID WITHOUT

SIGNATURE OF THE LANDSCAPE ARCHITECT. DRAWINGS

CANNOT BE USED FOR TENDER/CONSTRUCTION UNTIL SIGNED

BY LANDSCAPE ARCHITECT.

email [email protected]

JSMH

AS SHOWN

OCTOBER 2016

DETAILS

D-1

3mm POLYMERIC JOINTING SAND

AS PER GRADING PLAN

NOTES:

60mm THICKNESS PRECAST CONCRETE UNIT PAVING

COMPACTED SUBGRADE TO 98% S.P.D.

CLEAR WELL GRADED CONCRETE SAND

SPREAD TO A UNIFORM DEPTH OF 50mm.

150mm MIN. OF GRANULAR 'A' TO 98% S.P.D.

WHERE REQUIRED, CUT UNIT PAVERS WITH AN APPROVED CUTTER TO FIT ACCURATELY, NEATLY AND WITHOUT

DAMAGED EDGES.

AFTER LAYING UNIT PAVERS ON UN- COMPACTED, SCREEDED SAND BEDDING COURSE, COMPACT ENTIRE PAVED

AREA TO ACHIEVE CONSOLIDATION OF THE SAND BEDDING USING A SUITABLE PLATE COMPACTOR.

AFTER COMPACTION, JOINTING SAND SHALL BE SPREAD OVER PAVING AND SWEPT INTO JOINTS. SURFACE GRADES

REFER TO GRADING PLAN

UNIT PAVING

NTS

1

D-1

UNDISTURBED OR COMPACTED

SUBGRADE TO 98% S.P.D.

150mm X 150mm, 6X6X9 WIRE MESH

(MINIMUM OF 50mm COVER)

150mm OF 19mm CRUSHER RUN

LIMESTONE COMPACTED 98% S.P.D.

275

125mm DEPTH CONCRETE PAVING

EXPANSION JOINT @ 6000mm O/C OR

WHERE CONCRETE ABUTS BUILDING

OR OTHER STRUCTURES

SAWCUT CONTROL JOINT TO 1/3

DEPTH OF SLAB

CONCRETE PAVING

NTS

2

D-1

3

D-1

4

D-1

PRECAST CONCRETE CAP, COLOUR TO BE

APPROVED BY LANDSCAPE ARCHITECT

PRECAST BUILDING STONE WITH 13mm MORTAR

JOINT TYPICAL. COLOUR AND FINISH TO MATCH

SURROUNDING DEVELOPMENT, SAMPLE TO BE

APPROVED BY LANDSCAPE ARCHITECT

POURED CONCRETE OR CONCRETE BLOCK WITH

ALL VOIDS FILLED WITH CEMENT

DECORATIVE METAL FENCING TO BE IRON EAGLE II

SERIES CANADIAN EAGLE 914mm HEIGHT WITH

PYRAMID CAPS ON POSTS. COLOUR TO BE BLACK.

PRECAST CONCRETE BASE, COLOUR TO BE

APPROVED BY LANDSCAPE ARCHITECT

PRECAST VENEER WITH 13mm MORTAR JOINTS

TYPICAL. COLOUR AND FINISH TO BE COORDINATED

WITH ARCHITECTURAL MATERIALS ON BUILDING,

SAMPLE TO BE APPROVED BY LANDSCAPE

ARCHITECT

EXISTING STONE MASONRY PIER;

ADJACENT DEVELOPMENT

PRECAST PANEL FOR TEXT OR ADDRESS

FINAL DETAILING SHALL BE COMPLETED AT

CONSTRUCTION DOCUMENT STAGE OF THE

PROJECT

ELEVATION - ENTRy FEATURE (HANMER STREET )

NTS

5

D-1

MODULAR RETAINING WALL

NTS

6

D-1

3mm POLYMERIC JOINTING SAND

CONCRETE CURB ADJACENT TO ALL ASPHALT PAVING;

MIN 150mm OF CRUSHER RUN LIMESTONE

AS PER GRADING PLAN

COMPACTED SUBGRADE TO 98% S.P.D.

CLEAR WELL GRADED CONCRETE SAND

SPREAD TO A UNIFORM DEPTH OF 50mm.

MINIMUM 150mm OF 19mm COMPACTED

CRUSHER RUN LIMESTONE TO 98% S.P.D.

300

200

COMPACTED TO 98% S.P.D. (2) 15mm REBAR CONTINUOUS;

TYPE 'A'

BUILDING FACADE

TYPE 'B'

ASPHALT PAVING, REFER TO ENG. DRAWINGS.

32 MPA CONCRETE FLUSH CURB POURED IN PLACE WITH SAWCUT

CONTROL JOINTS 5000mm O/C.

300mm OF GRANULAR 'B'

60mm THICKNESS PRECAST CONCRETE UNIT PAVING

WELDS: ALUMINUM

BLACKCOLOUR:

NOTE: RETAINING WALL GUARD TO BE DRILLED AND

EPOXIED AS PER MANUFACTURING SPECIFICATIONS

WHEN INSTALLED ON RETAINING WALL.

350

GENERAL NOTES:

1. STONE FACE ALL EXPOSED SAW CUTS.

2. MODULAR WALL SYSTEM, COLOUR TO BE

COORDINATED WITH ARCHITECTURE OF BUILDINGS.

75

MIN. 150mm OF 19mm DIA. CRUSHER RUN

LIMESTONE COMPACTED TO 98% S.P.D.

ADJACENT SURFACE REFER TO

PLAN, FINISHED GRADE AS PER

PLAN; REFER TO ENGINEERING

FOR GRADING PLAN

200

ADJACENT SURFACE, REFER TO PLAN

UNDISTURBED OR COMPACTED

SUBGRADE TO 98% S.P.D.

BARRIER CURB WHERE NOTED

REFER TO ENGINEER'S DRAWINGS

TEXEL FILTER FABRIC 270R OR EQUAL

OVERLAP JOINTS 600mm.

100mm DIA. PERFORATED DRAINAGE TILE

TIED TO MECHANICAL DRAINAGE SYSTEM.

MODULAR COPING (SECURE WITH EPOXY)

19mm DIA. CLEAR STONE BACKFILL

VARIES

RE

FE

R T

O E

NG

1200

1200 mm HT. GUARD-REFER TO

7-D1

7

D-1

RETAINING WALL GUARD

NTS

7

D-1

AutoCAD SHX Text
102 (4")
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64 (2.5")
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1200mm
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***
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51 (2")
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PYRAMID CAP
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FOR PICKET INSERTION
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PRE-PUNCHED RAILS
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CORED INTO RETAINING WALL
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FINISHED GRADE
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3 3/4"
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95mm
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CLEAR BETWEEN PICKETS
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64 (2.5")
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(NOTE: PANELS MAY BE CUT TO SUIT)
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SEE TABLE BELOW FOR HEIGHT AND SPACING
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64 (2.5")
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89 (3.5")
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COATING - MINIMUM FILM THICKNESS 2.5 mils
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APPLIED THERMALLY BONDED POLYESTER POWDER
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CHROMATE CONVERSION COATING ELECTROSTATICALLY
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TM
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INTERIOR & EXTERIOR GALVALUME COATING
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& PICKETS
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POSTS, RAILS:
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COLD FORMED STEEL TUBING
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STAINLESS STEEL
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WELDS:
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WARRANTY: 5 YEAR MAINTENANCE FREE
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CUSTOM COLOURS AVAILABLE UPON REQUEST
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STANDARD COLOUR: BLACK
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COLOURS:
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TAMPER PROOF NUT AVAILABLE
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NOTE: ALL TYPE OF GATES AVAILABLE
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FACTORY FINISH AS ABOVE
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12 GAUGE STAMP FORGED
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FITTINGS:
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25mm x 25mm (1" x 1") 16 GAUGE
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PICKETS:
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38mm x 64mm (1 1/2" x 2 1/2") 16 GAUGE
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RAILS:
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PYRAMID
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POST CAP:
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254mm x 254mm (10"x10") x 13mm (1/2")
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203mm x 203mm (8"x8") x 13mm (1/2") OR
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POST FLANGES:
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POSTS:
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SPECIFICATIONS:
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76mm x 76mm (3"x3"),
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PANEL HEIGHT PANEL WIDTH POST SETTING
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3048mm (120")
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2743mm (108")
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2438mm (96")
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2134mm (84")
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1828mm (72")
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1524mm (60")
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1219mm (48")
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914mm (36")
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14 GAUGE, SS40 OR SCH 40
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(CENTRE TO CENTRE)
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2432mm (95 3/4")
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2565mm (101")
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1708mm (67 1/4")
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1842mm (72 1/2")
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***
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<914mm (36")
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>3048mm (120")
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E-COAT PROTECTION AVAILABLE UPON REQUEST
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SECURED WITH NON-SHRINK
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GROUT

Sept 19, 2017

project number

project title

drawing number

drawing title

scale

date

drawn byreviewed by

30 HANMER STREET

2016-067

concord, ontario L4K 3M8

150 rivermede road, suite 202

www.landscapeplan.ca

905-669-6838 | fax 905 669-3615

client

MOOREGATE ESTATES

INC. c/o FERNBROOK

HOMES

limited

planning

landscape

no.revision date

by

R1 ISSUED FOR SITE PLAN APPROVAL OCT.13.16 SS

R2 ISSUED FOR SITE PLAN APPROVAL MAR.14.17 MH

R3 ISSUED FOR SITE PLAN APPROVAL JUN.22/17 AG

R4 RE-ISSUED FOR SPA SEPT.19/17 CB

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THESE DRAWINGS ARE THE PROPERTY OF LANDSCAPE

PLANNING LIMITED AND SHALL NOT BE ALTERED, MODIFIED,

REVISED OR CHANGED WITHOUT THE WRITTEN CONSENT OF

LANDSCAPE PLANNING LIMITED. SEAL IS NOT VALID WITHOUT

SIGNATURE OF THE LANDSCAPE ARCHITECT. DRAWINGS

CANNOT BE USED FOR TENDER/CONSTRUCTION UNTIL SIGNED

BY LANDSCAPE ARCHITECT.

email [email protected]

JSMH

AS SHOWN

OCTOBER 2016

DETAILS

D-2

DO NOT PRUNE LEADERS.

PROPER HORTICULTURAL PRACTICE.

OR OBJECTIONABLE BRANCHES FOLLOWING

BRANCHES BY 1/3 TO REMOVE DAMAGED

PRUNING - TO SUIT SPECIES - PRUNE

100mm SHREDDED PINE BARK MULCH,

ALL TREAT FARMS OR APPROVED

EQUAL.

MAINTAIN ORIGINAL GRADE OF SGRUB

BASE AFTER PLANTING OR SLIGHTLY

HIGHER TO SUIT SITE SOIL

CONDITIONS.

100mm DEEP, 600mm DIA. SAUCER

PLANTING SOIL:

6 PARTS GOOD QUALITY TOPSOIL

2 PARTS WELL ROTTED HORSE OR

COW MANURE

1 PART PEAT MOSS

1 LB. BONEMEAL PER CUBIC YARD

SOIL

CUT AND REMOVE BURLAP FROM

TOP 1/3 OF ROOT BALL OR

THIS DETAIL DOES NOT REPRESENT

ANY PARTICULAR SPECIES.

SOIL MIXTURE SHOULD BE FIRMLY

COMPACTED TO ELIMINATE AIR

POCKETS OR PREVENT SETTLEMENT.

NOTES:

REMOVE ENTIRE FIBRE POT.

FOR BARE ROOT SET PLANT AT ORIGINAL

DEPTH OR SLIGHTLY HIGHER AND SPREAD

OUT ROOTS, GENTLY BACK FILL WITH

SOIL MIX IN LAYERS, WORKING SOIL

BETWEEN ROOTS. FIRM SOIL, WATER WELL

UPON COMPLETION.

100mm SHREDDED PINE BARK MULCH,

ALL TREAT FARMS OR APPROVED

EQUAL.

MAINTAIN ORIGINAL GRADE OF SHRUB

BASE AFTER PLANTING OR SLIGHTLY

HIGHER TO SUIT SITE SOIL

CONDITIONS.

100mm DEEP, 600mm DIA. SAUCER

PLANTING SOIL:

6 PARTS GOOD QUALITY TOPSOIL

2 PARTS WELL ROTTED HORSE OR

COW MANURE

1 PART PEAT MOSS

1 LB. BONEMEAL PER CUBIC YARD

CUT AND REMOVE BURLAP FROM

TOP 1/3 OF ROOT BALL OR

CONIFEROUS PLANT MATERIAL SHOULD

NOT BE PRUNED EXEPT FOR DEAD OR

DAMAGED BRANCHES. MAINTAIN NORMAL

SHAPE OF PLANTS. DO NOT CUT

LEADERS.

THIS DETAIL DOES NOT REPRESENT

ANY PARTICULAR SPECIES.

SOIL MIXTURE SHOULD BE FIRMLY

COMPACTED TO ELIMINATE AIR

POCKETS OR PREVENT SETTLEMENT.

NOTES:

REMOVE ENTIRE FIBRE POT.

GUYING - TWO 38*38*5mm STEEL "T" BARS,

MINIMUM 2400mm LONG, PREDRILLED TO

RECEIVE #10 WIRE THREADED THROUGH

13mm RUBBER HOSE TO SUPPORT TREE.

PAINT "T-BAR" FLAT BLACK.

100mm SHREDDED PINE BARK MULCH, ALL

TREAT FARMS OR APPROVED EQUAL.

MAINTAIN ORIGINAL GRADE OF TREE BASE

AFTER PLANTING OR SLIGHTLY HIGHER TO

SUIT SITE SOIL CONDITIONS.

100mm DEEP, 600mm DIA. SAUCER

PLANTING SOIL: 6 PARTS GOOD QUALITY

TOPSOIL 2 PARTS WELL ROTTED HORSE

OR COW MANURE 1 PART PEAT MOSS 1

LB. BONEMEAL PER CUBIC YARD SOIL

CUT AND REMOVE BURLAP AND WIRE

BASKET FROM TOP 1/3 OF ROOT BALL.

NOTES:

PRUNING - TO SUIT SPECIES. PRUNE

BRANCHES BY 1/3 TO REMOVE

DAMAGED OR OBJECTIONABLE

BRANCHES FOLLOW-ING PROPER

HORTICULTURAL PRACTICE. DO NOT

PRUNE LEADERS.

SOIL MIXTURE SHOULD BE FIRMLY

COMPACTED TO ELIMINATE AIR

POCKETS OR PREVENT

SETTLEMENT.

THIS DETAIL DOES NOT REPRESENT

ANY PARTICULAR SPECIES.

WRAPPING - APPROVED TREE WRAP

FROM TOP OF BALL TO 300mm ABOVE

FIRST BRANCH. SECURE WITH BINDER

TWINE, WOUND OPPOSITE TO WRAPPING.

SECURED TOP, MIDDLE AND BOTTOM.

450

NOTES:

POCKETS OR PREVENT SETTLEMENT.

COMPACTED TO ELIMINATE AIR

SOIL MIXTURE SHOULD BE FIRMLY

REPRESENT ANY PARTICULAR SPECIES.

THE ABOVE DETAIL DOES NOT

LEADERS.

SHAPE OF PLANTS. DO NOT CUT

DAMAGED BRANCHES. MAINTAIN NORMAL

NOT BE PRUNED EXEPT FOR DEAD OR

CONIFEROUS PLANT MATERIAL SHOULD

WIRE BASKET FROM

CUT AND REMOVE BURLAP AND

SOIL

1 LB. BONEMEAL PER CUBIC YARD

1 PART PEAT MOSS

COW MANURE

2 PARTS WELL ROTTED HORSE OR

6 PARTS GOOD QUALITY TOPSOIL

PLANTING SOIL:

100mm DEEP, 600mm DIA. SAUCER

CONDITIONS.

HIGHER TO SUIT SITE SOIL

BASE AFTER PLANTING OR SLIGHTLY

MAINTAIN ORIGINAL GRADE OF TREE

EQUAL.

ALL TREAT FARMS OR APPROVED

100mm SHREDDED PINE BARK MULCH,

BLACK RUBBER HOSE.

DIA. GALV. WIRE IN 13mm DIA.

3 GUYS - ONE PER STAKE, 2.4mm

450

TOP 1/3 OF ROOT BALL.

39x39x2400mm LONG PINE STAKES AT

120 DEGREES, SHARPENED ON ONE

END, STAINED DARK BROWN BEFORE

INSTALLATION OR GUY WIRES WITH

TURNBUCKLES WITH IDENTIFICATION

FLAGS

DECIDUOUS TREE

NTS

CONIFEROUS TREE DECIDUOUS SHRUB

NTS

CONIFEROUS SHRUB

NTS

1

D-2

2

D-2

3

D-2

4

D-2

AutoCAD SHX Text
150
AutoCAD SHX Text
SOIL
AutoCAD SHX Text
150