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LANDSCAPE DETAILS N:\Y378\Landscape Drawings\CU- Blue Mountain Centre - Sleep Country\Landscape\2019\December\Y378CU - Landscape Plan - 12-20-19.dwg File Name Project Stamp File No. Y378 CU Checked By NM/JD Other AS NOTED Drawn By PD Date June 2019 Plan Scale Revision No. By Date Issued / Revision Dwg No. L-2 1 PD June 26, 2019 Issued for SPA PLANNING URBAN DESIGN & LANDSCAPE ARCHITECTURE MHBC PLANNING 230-7050 WESTON ROAD WOODBRIDGE, ON, L4L 8G7 P: 905 761 5588 F: 905 761 5589 WWW.MHBCPLAN.COM north Do not scale the drawings. All dimensions are in millimetres unless noted otherwise. This drawing is to be used for development approval only. For layout of all work refer to construction drawings. The contractor is to be aware of all existing and proposed services and utilities. The contractor is responsible for having all underground services and utility lines staked by each agency having jurisdiction prior to commencing work. The contractor shall check and verify all existing and proposed grading and conditions on the project and immediately report any discrepancies to the consultant before proceeding with any work. Do not leave any holes open overnight. This drawing is to be read in conjunction with the survey prepared by the project architect and project engineer. This drawing is Copyright MHBC, 2019. General Notes Keep area outside construction zone clean and useable by others at all times. Contractor shall throughly clean areas surrounding the construction zone at the end of each work day. Contractor to make good any and all damages outside of the development area that may occur as a result of construction at no extra cost. Final location of the street trees to be determined on site by the Landscape Architect based on final locations of utilities. All boulevard deciduous trees shall have rodent protection collars installed at initial planting. ISSUED FOR SPA ONLY NOT FOR CONSTRUCTION N.T.S. L-2 L-2 L-2 N.T.S. L-2 L-2 L-2 2 CC September 16, 2019 Issued for SPA 3 CC October 24, 2019 Issued for SPA 6 MOUNTAIN ROAD FIRST STREET EXT. & BALSAM STREET COLLINGWOOD, ONTARIO TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL REFERENCE OPSS 351 AND OPSS.MUNI 1010 FOR MINIMUM SPECIFICATION STANDARDS FOR CONCRETE AND GRANULAR BASE TYPICAL DETAIL TOTAL UNITS ON SITE: 2 TYPICAL DETAIL TOTAL UNITS ON SITE: 4 N.T.S. N.T.S. N.T.S. N.T.S. 4 CC December 20, 2019 Issued for SPA NOTE: PLEASE SEE OPSS 351 AND OPSS.MUNI 1010 FOR MINIMUM SPECIFICATION STANDARDS FOR CONCRETE AND GRANULAR BASE.

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Page 1: north › sites › default › files › dev... · LANDSCAPE DETAILS N:\Y378\Landscape Drawings\CU- Blue Mountain Centre - Sleep Country\Landscape\2019\December\Y378CU - Landscape

LANDSCAPE DETAILS

N:\Y378\Landscape Drawings\CU- Blue Mountain Centre - Sleep Country\Landscape\2019\December\Y378CU - Landscape Plan - 12-20-19.dwg

File Name

Project

Stamp

File No.

Y378 CU

Checked By

NM/JD

Other

AS NOTED

Drawn By

PD

Date

June 2019

Plan Scale

Revision No. By

Date Issued / Revision

Dwg No.

L-2

1 PD

June 26, 2019 Issued for SPA

PLANNINGURBAN DESIGN& LANDSCAPEARCHITECTUREMHBC PLANNING

230-7050 WESTON ROADWOODBRIDGE, ON, L4L 8G7P: 905 761 5588 F: 905 761 5589WWW.MHBCPLAN.COM

nort

h

Do not scale the drawings. All dimensions are in millimetres unless noted otherwise.

This drawing is to be used for development approval only. For layout of all work refer

to construction drawings.

The contractor is to be aware of all existing and proposed services and utilities. The

contractor is responsible for having all underground services and utility lines staked

by each agency having jurisdiction prior to commencing work.

The contractor shall check and verify all existing and proposed grading and conditions

on the project and immediately report any discrepancies to the consultant before

proceeding with any work.

Do not leave any holes open overnight.

This drawing is to be read in conjunction with the survey prepared by the project

architect and project engineer.

This drawing is Copyright MHBC, 2019.

General Notes

Keep area outside construction zone clean and useable by others at all times.

Contractor shall throughly clean areas surrounding the construction zone at the end

of each work day.

Contractor to make good any and all damages outside of the development area that

may occur as a result of construction at no extra cost.

Final location of the street trees to be determined on site by the Landscape Architect

based on final locations of utilities. All boulevard deciduous trees shall have rodent

protection collars installed at initial planting.

ISSUED FOR SPA ONLY

NOT FOR CONSTRUCTION

N.T.S.

L-2

L-2L-2

N.T.S.

L-2

L-2

L-2

2 CC

September 16, 2019 Issued for SPA

3 CC

October 24, 2019 Issued for SPA

6 MOUNTAIN ROAD

FIRST STREET EXT. & BALSAM

STREET

COLLINGWOOD, ONTARIO

TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAILTYPICAL DETAILREFERENCE OPSS 351 AND OPSS.MUNI 1010 FOR MINIMUM SPECIFICATION STANDARDS FOR CONCRETE AND GRANULAR BASE

TYPICAL DETAILTOTAL UNITS ON SITE: 2

TYPICAL DETAILTOTAL UNITS ON SITE: 4

N.T.S.

N.T.S.

N.T.S.

N.T.S.

4 CC

December 20, 2019 Issued for SPA

NOTE:

PLEASE SEE OPSS 351 AND OPSS.MUNI 1010 FOR

MINIMUM SPECIFICATION STANDARDS FOR

CONCRETE AND GRANULAR BASE.

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All drawings and specifications are instruments of service and will remain the property of MHBC Planning and must be returned at the completion of the work. This drawing shall not be used for construction purposes unless the drawings are marked 'Issued for Construction' and the professional seal is signed and dated by the landscape architect.
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LANDSCAPE SPECIFICATIONS: All topsoil and sod shall conform to the standards of the OPSS 802 and OPSS 803. All sodded areas shall be prepared with a minimum of 150mm of topsoil and sodded with #1 bluegrass - fescue nursery sod. On slopes, lay the turf pieces horizontally across the slope, starting at the bottom. For areas with a 2:1 slope or greater stake sod to hold in place with 1/2" x 1" x 12" pegs at two-foot spacings. Unless soil tests suggest otherwise, fertilizer shall be applied as follows: Sodded areas: 11-8-4 (11% nitrogen, 8% phosphorous, 4% potash) at 4.5 kg/m2. Planting beds: 7-7-7 (7% nitrogen, 7% phosphorous, 7% potash) at 0.12 kg/m3, and bone meal at 0.58 kg/m3 of planting soil mixture as outlined below. All planting beds are to be continuous, and excavated to a minimum depth of 500mm unless noted otherwise. Planting beds are to be filled with a soil mixture composed of six (6) parts sand loam, two (2) parts well rotted manure, and one (1) part peat moss, in addition to the fertilizers specified above. All plant material shall conform to the standards of the Canadian Nursery Trades Association. All plant material is to be clay grown stock. Install all plant material as shown on the planting plan and details. Use only viable nursery stock grown in strict accordance with proper horticultural practices which is free from damage, pests, and disease. All beds are to be covered with a 500mm depth of clean, shredded cedar bark mulch by Gro-Bark or approved equal unless noted otherwise. Guying and staking of trees shall conform to the planting details. Wrap all deciduous trees as per the specifications of the Ontario Landscape Contractors Association. The contractor will observe proper maintenance procedures for all newly constructed landscape work as per Section 1E (Maintenance Work) of Landscape Ontario's specifications. Unless otherwise noted, this will apply during the construction period only. The contractor shall maintain all planting and sodding until final acceptance is granted by the Landscape Architect. The contractor will be responsible for the protection of all plant material from damages resulting from winter conditions as well as rodents during the warranty period. Apply "Skoot" rodent deterrent formula (or approved equal) to all coniferous trees and all shrubs in late October as per manufacturer's directions. The contractor shall provide a full one year guarantee (or two years if required by the municipality or owner) on all landscape works, beginning on the date that final acceptance is granted by the Landscape Architect.
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Landscape Specifications
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Deciduous Tree Planting Detail
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Shrub Planting Detail
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CONTROL JOINT DETAIL
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EXPANSION JOINT DETAIL
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SECTION ON GRADE
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PROVIDE CONTROL JOINTS @ 1500mm OR AS SHOWN ON DRAWINGS
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PROVIDE EXPANSION JOINTS @ 6000mm O.C. (MAX.), AT CHANGE IN MATERIALS, AT STRUCTURES OR AS SHOWN ON DRAWINGS
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POLYSULPHIDE JOINT SEALANT AS SPECIFIED OVER CLOSED CELL PVC FOAM BACKUP ROD
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POURED CONCRETE PAVING
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BITUMINOUS FIBRE
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TOOLED EDGE
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POURED CONCRETE PAVING
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25mm DEEP SAWCUT
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COMPACTED SUBGRADE TO 98% STANDARD PROCTOR DENSITY
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150mm GRANULAR 'A' COMPACTED TO 98% STANDARD PROCTOR DENSITY
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BROOM FINISHED POURED CONCRETE, 30 MPa MIN. IN 28 DAYS
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Concrete Paving Details
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150 min.
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mm
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SCALE
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CAD FILE:
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SHEET
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1 OF 1
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REV.
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113 Winnet Steet Woodstock, Ontario Canada, N4S 5Z8 Telephone: 519 539-6776 Toll Free: 800-716-5506 Fax: 877-260-9393 E-Mail: [email protected] Internet: www.maglin.com
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MBR200
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Presentation
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bike rack
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DESCRIPTION
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Inches
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UNITS:
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April 23, 2002
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1:10
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DWG. NO.
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Maglin Bike Ring
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Maglin Bench - OGDEN SERIES
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CONCRETE TO MEET OPSS 351 AND OPSS.MUNI 1010 STANDARDS