GRADING PLAN GR-1€¦ · phone: (705) 444-8805 fax: (705) 444-5482 landscape architecture...
2
CHECK: P.ELLIS DATE: SCALE: DRAWN: B.KLESS DESIGN: A.McEWEN COPYRIGHT: SUNSET MANOR COURTYARD PROJECT NUMBER: DRAWING NUMBER: PROJECT: DRAWING TITLE: 49 RAGLAN STREET, COLLINGWOOD, ON L9Y 4X1 LEGEND/NOTES: THE DESIGNS, DRAWINGS, AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF GREENLAND INTERNATIONAL CONSULTING, LTD. (GICL) ANY USE OR PUBLICATION, IN WHOLE OR IN PART, BY ANY METHOD, SHALL BE PROHIBITED, EXCEPT BY WRITTEN PERMISSION OF GICL. ANY VISUAL CONTACT WITH THE DOCUMENTS HEREIN, IN WHOLE OR IN PART, CONSTITUTES PRIMA FACIE EVIDENCE OF THESE RESTRICTIONS. 2010 GICL GREENLAND INTERNATIONAL CONSULTING LTD. 120 HUME ST., COLLINGWOOD, ON L9Y 1V5 PHONE: (705) 444-8805 FAX: (705) 444-5482 LANDSCAPE ARCHITECTURE 3970-G-19 COUNTY OF SIMCOE, LONG TERM CARE 49 RAGLAN STREET, COLLINGWOOD, Ontario L9Y 4X1 CONSULTANT STAMP: NO. DATE REVISION APPR'D CLIENT: 1. A.M. 05-21-2020 ISSUED FOR CLIENT REVIEW 2. A.M. 05-25-2020 ISSUED FOR TENDER GRADING PLAN GR-1.0 KEY MAP SCALE: 1:100 1:100 ” MAY 2020 T:\3970 - Sunset Manor Courtyard – Design and Con. Admin. – T&M\DWG\3970_3784 - SUNSET MANOR - LANDSCAPE_GRADING - 2020-05-20.dwg, 5/26/2020 9:40:13 AM, AutoCAD PDF (High Quality Print).pc3
Transcript of GRADING PLAN GR-1€¦ · phone: (705) 444-8805 fax: (705) 444-5482 landscape architecture...
CHECK: P.ELLIS
DATE:
SCALE:
DRAWN: B.KLESS
DESIGN: A.McEWEN
COPYRIGHT:
SUNSET MANOR COURTYARD
PROJECTNUMBER:
DRAWINGNUMBER:
PROJECT:
DRAWING TITLE:
49 RAGLAN STREET, COLLINGWOOD, ON L9Y 4X1
LEGEND/NOTES:THE DESIGNS, DRAWINGS, ANDSPECIFICATIONS, AS INSTRUMENTS OFSERVICE, ARE THE PROPERTY OFGREENLAND INTERNATIONALCONSULTING, LTD. (GICL) ANY USE ORPUBLICATION, IN WHOLE OR IN PART, BYANY METHOD, SHALL BE PROHIBITED,EXCEPT BY WRITTEN PERMISSION OFGICL. ANY VISUAL CONTACT WITH THEDOCUMENTS HEREIN, IN WHOLE OR INPART, CONSTITUTES PRIMA FACIEEVIDENCE OF THESE RESTRICTIONS.
2010 GICL
GREENLAND INTERNATIONAL CONSULTING LTD.120 HUME ST., COLLINGWOOD, ON L9Y 1V5PHONE: (705) 444-8805 FAX: (705) 444-5482
LANDSCAPE ARCHITECTURE
3970-G-19
COUNTY OF SIMCOE, LONG TERM CARE49 RAGLAN STREET,COLLINGWOOD, OntarioL9Y 4X1
CONSULTANT STAMP:
NO. DATEREVISION APPR'D
CLIENT:
1. A.M.05-21-2020ISSUED FOR CLIENT REVIEW
2. A.M.05-25-2020ISSUED FOR TENDER
GRADING PLAN GR-1.0
KEY MAP
SCALE: 1:100
1:100
”
MAY 2020
T:\3970 - Sunset Manor Courtyard – Design and Con. Admin. – T&M\DWG\3970_3784 - SUNSET MANOR - LANDSCAPE_GRADING - 2020-05-20.dwg, 5/26/2020 9:40:13 AM, AutoCAD PDF (High Quality Print).pc3
AutoCAD SHX Text
100.00
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SPIKE
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SPK
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100.12
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SPIKE
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SPK
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99.98
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100.00
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99.98
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99.93
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99.98
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99.97
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100.01
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100.09
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100.03
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100.07
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100.13
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100.10
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100.07
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100.13
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100.14
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100.09
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100.11
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20
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100.04
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DEC 0.15
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99.98
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100.04
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99.96
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100.00
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100.04
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100.00
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99.98
AutoCAD SHX Text
100.12
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100.09
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100.10
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100.13
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100.13
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100.13
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100.13
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100.11
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100.01
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100.07
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100.01
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100.05
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100.07
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100.10
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100.02
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100.06
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100.09
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100.08
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99.98
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100.03
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100.00
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99.98
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100.04
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100.00
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100.04
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53
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100.05
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DEC 0.1
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54
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100.18
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DEC 0.3
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55
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100.11
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DEC 0.2
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100.11
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100.13
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100.11
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100.11
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100.11
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100.12
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100.11
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100.12
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100.05
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99.98
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99.88
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99.94
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99.99
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99.97
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100.01
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100.01
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100.09
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100.09
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100.12
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100.06
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100.04
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100.03
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100.13
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100.15
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100.09
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100.14
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100.11
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100.08
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100.14
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100.01
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99.99
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99.92
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99.97
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100.03
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100.04
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99.87
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100.00
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SPIKE
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SPK
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100.07
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SPIKE
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100.09
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100.06
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99.95
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99.88
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99.89
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99.91
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99.99
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100.00
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100.02
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100.04
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100.01
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100.02
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99.96
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100.04
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100.10
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100.04
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100.05
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100.05
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99.93
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99.99
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100.00
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99.94
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99.92
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99.90
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99.93
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99.92
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99.94
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99.90
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99.96
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99.97
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100.09
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99.97
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99.99
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99.99
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100.00
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100.01
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100.02
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100.06
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100.06
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100.03
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100.03
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100.05
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100.07
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100.12
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100.09
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99.89
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99.95
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99.99
AutoCAD SHX Text
99.93
AutoCAD SHX Text
99.95
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99.95
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99.96
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100.05
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100.13
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100.02
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100.10
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100.07
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100.03
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100.06
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100.04
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99.97
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100.00
AutoCAD SHX Text
99.97
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100.09
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99.97
AutoCAD SHX Text
100.01
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99.97
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100.07
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100.07
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100.07
AutoCAD SHX Text
100.08
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99.99
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99.95
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99.92
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99.91
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100.05
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99.95
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99.95
AutoCAD SHX Text
99.99
AutoCAD SHX Text
99.85
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99.85
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100.04
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100.05
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100.06
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100.05
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99.97
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99.96
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99.97
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99.95
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99.92
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100.03
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99.95
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100.02
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100.02
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99.90
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99.97
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100.13
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100.09
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100.10
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100.13
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100.11
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100.08
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100.06
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100.11
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99.47 invert of storm sewer into building
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CBTOP 183.55
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CBTOP 183.55
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RETAIN EXISTING RIVER ROCK DRIP LINE
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CONSTRUCTION ACCESS TO COURTYARD THROUGH MAN DOORS IN ENCLOSED WALKWAY.
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BOULDER WITH PLAQUE TO BE RELOCATED PRIOR TO WALKWAY INSTALLATION, SEE LANDSCAPE DRAWINGS
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EX. DRAIN REMOVED
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EX. DRAIN REMOVED
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EX. DRAIN REMOVED
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100.09
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100.07
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100.03
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99.99
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100.05
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100.05
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100.06
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99.95
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AD4 TOP 99.90
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99.99
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100.09
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100.03
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99.94
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100.00
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99.88
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99.95
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1.0%%%
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0.5%%%
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1.0%%%
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1.0%
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0.5%%%
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100..00
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2.1%%%
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AD5 TOP 99.82
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1.0%%%
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1.8%%%
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1.6%%%
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1.4%
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0.6%
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0.5%
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1.8%
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0.5%
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0.7%%%
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1.4%%%
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1.8%%%
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2.2%%%
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2.5%%%
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100.06
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100.02
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100.03
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100.00
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99.98
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100.13
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100.00
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0.5%
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100.00
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AD2 TOP 99.92
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1.0%%%
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100.08
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AD6 TOP 99.80
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2.2%
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1.6%
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1.0%%%
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100.00
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100.00
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100.05
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1.0%%%
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0.5%%%
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0.9%%%
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2.1%%%
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0.5%%%
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100.00
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100.05
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1.2%
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2.0%%%
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100.12
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1.8%%%
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0.5%%%
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0.6%%%
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100.00
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99.96
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100.10
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100.11
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3.0%%%
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0.7%%%
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1.6%%%
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3.9%
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3.9%%%
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1.0%%%
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100.04
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100.07
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100.06
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100.01
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0.5%%%
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AD3 TOP 99.92
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100.08
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100.03
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100.10
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4.0%
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99.98
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99.93
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100.03
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99.93
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AD1 TOP 99.85
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3.6%
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1.6%%%
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3.2%
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2.4%%%
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0.9%
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100.08
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100.03
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100.00
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100.00
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99.90
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100.04
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99.95
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2.0%
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100.09
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0.5%
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AD7 TOP 99.98
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8.0%%%
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TBM 100.12
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NEW PATIO
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1.5 m CONCRETE WALKWAY
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1.5 m CONCRETE WALKWAY
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GARDEN SHED
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ROOF OVERHANG
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ROOF OVERHANG
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EXISTING UNIT PAVING PATI0 TO REMAIN
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PHASE 1 BLDG.
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PHASE 1 BLDG.
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PHASE 2 BLDG.
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PHASE 2 BLDG.
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COVERED ENTRANCE
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COVERED ENTRANCE
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ENCLOSED WALKWAY
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EXISTING RIVER ROCK TO BE REMOVED
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c
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N
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CONSTRUCTION NORTH
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N
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2.5
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0
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5
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LEGEND:
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EXISTING TREE
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PROPOSED CONCRETE WALKWAY
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PROPOSED PLANTING BED
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EXISTING RIVER ROCK TO REMAIN
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EXISTING SHEET FLOW
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PROPOSED ELEVATION
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EXISTING ELEVATION
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191.55
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PROPOSED SHEET FLOW
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191.28
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AD
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PROPOSED AREA DRAIN
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SURVEY CREATED BY: BETTER MEASURE INC DATED: NOVEMBER 17, 2019
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BENCHMARK DESCRIPTION:
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ELEVATIONS GIVEN ON THIS PLAN ARE RELATIVE TO A TEMPORARY BENCHMARK LOCATED AT DOOR SILL OF 100.12m ESTABLISHED BY BETTER MEASURES ON NOVEMBER 15, 2019. CONTRACTOR IS RESPONSIBLE TO VERIFY ELEVATION OF ALL PROPOSED WORKS RELATIVE TO THE EXISTING ELEVATIONS”
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SURVEY:
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TBM = 100.12m
CHECK: P.ELLIS
DATE:
SCALE:
DRAWN: B.KLESS
DESIGN: A.McEWEN
COPYRIGHT:
SUNSET MANOR COURTYARD
PROJECTNUMBER:
DRAWINGNUMBER:
PROJECT:
DRAWING TITLE:
49 RAGLAN STREET, COLLINGWOOD, ON L9Y 4X1
LEGEND/NOTES:THE DESIGNS, DRAWINGS, ANDSPECIFICATIONS, AS INSTRUMENTS OFSERVICE, ARE THE PROPERTY OFGREENLAND INTERNATIONALCONSULTING, LTD. (GICL) ANY USE ORPUBLICATION, IN WHOLE OR IN PART, BYANY METHOD, SHALL BE PROHIBITED,EXCEPT BY WRITTEN PERMISSION OFGICL. ANY VISUAL CONTACT WITH THEDOCUMENTS HEREIN, IN WHOLE OR INPART, CONSTITUTES PRIMA FACIEEVIDENCE OF THESE RESTRICTIONS.
2010 GICL
GREENLAND INTERNATIONAL CONSULTING LTD.120 HUME ST., COLLINGWOOD, ON L9Y 1V5PHONE: (705) 444-8805 FAX: (705) 444-5482
LANDSCAPE ARCHITECTURE
3970-G-19
COUNTY OF SIMCOE, LONG TERM CARE49 RAGLAN STREET,COLLINGWOOD, OntarioL9Y 4X1
CONSULTANT STAMP:
NO. DATEREVISION APPR'D
CLIENT:
1. A.M.05-21-2020ISSUED FOR CLIENT REVIEW
2. A.M.05-25-2020ISSUED FOR TENDER
SERVICING PLAN SS-1.0
KEY MAP
SCALE: 1:100
1:100
”
MAY 2020
T:\3970 - Sunset Manor Courtyard – Design and Con. Admin. – T&M\DWG\3970_3784 - SUNSET MANOR - LANDSCAPE_GRADING - 2020-05-20.dwg, 5/26/2020 9:40:14 AM, AutoCAD PDF (High Quality Print).pc3
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RETAIN EXISTING RIVER ROCK DRIP LINE
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CONSTRUCTION ACCESS TO COURTYARD THROUGH MAN DOORS IN ENCLOSED WALKWAY.
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BOULDER WITH PLAQUE TO BE RELOCATED PRIOR TO WALKWAY INSTALLATION, SEE LANDSCAPE DRAWINGS
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EX. ELECTRICAL
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EX. ELECTRICAL APPROX. 600 VOLTS
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EX. ELECTRICAL
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EX. ELECTRICAL APPROX. 600 VOLTS
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AD4 TOP 99.90
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N INV. 99.62
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AD5 TOP 99.82
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W INV. 99.55 S INV. 99.56
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AD2 TOP 99.92
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N INV. 99.61
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AD6 TOP 99.80
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N INV. 99.50 E INV. 99.51 W INV. 99.51
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AD3 TOP 99.92
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N INV. 99.56 E INV. 99.55 S INV. 99.56
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AD1 TOP 99.85
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S INV. 99.62
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14.5m-100 STM @ 0.41%
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9.7m-100 STM @ 0.41%
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9.0m-150 STM @ 0.33%
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CONNECT TO EXISTING 150 CIP AT BUILDINGEX. INV. 99.47
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AD7 TOP 99.98
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INV. 99.48
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13.0m-100 STM @ 0.46%
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11.5m-100 STM @ 0.43%
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8.7m - 100 STM @ 0.46%
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!
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!
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!
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TBM 100.12
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CONFIRM REMOVAL OF EXISTING ELECTRICAL
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NEW PATIO
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1.5 m CONCRETE WALKWAY
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1.5 m CONCRETE WALKWAY
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GARDEN SHED
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ROOF OVERHANG
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ROOF OVERHANG
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EXISTING UNIT PAVING PATI0 TO REMAIN
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PHASE 1 BLDG.
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PHASE 1 BLDG.
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PHASE 2 BLDG.
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PHASE 2 BLDG.
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COVERED ENTRANCE
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COVERED ENTRANCE
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ENCLOSED WALKWAY
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EXISTING RIVER ROCK TO BE REMOVED
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c
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N
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CONSTRUCTION NORTH
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N
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2.5
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0
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5
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!
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CONTRACTOR TO INVESTIGATE EXISTING ELECTRICAL SERVICE DEPTH PRIOR TO CONSTRUCTION AND REPORT ALL FINDINGS TO THE CONTRACT ADMINISTRATOR.
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NOTE: CONTRACTOR IS RESPONSIBLE TO PROVIDE MIN. 0.25m VERTICAL CLEARANCE AT ALL CROSSINGS AND SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE ADJUSTMENT OF ALL UTILITIES, AS REQUIRED TO COMPLETE THE CONSTRUCTION OF THE SITE SERVICING.
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AD
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AREA DRAIN (SEE DETAIL)
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100mm PERFORATED SUB-DRAIN WITH FILTER SOCK
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STORM SEWER NOTES: 1. ALL SITE DRAINAGE POSSIBLE, IS TO BE DIRECTED TO THE STORM WATER MANAGEMENT SYSTEM. ALL SITE DRAINAGE POSSIBLE, IS TO BE DIRECTED TO THE STORM WATER MANAGEMENT SYSTEM. 3. PIPE OF DIAMETER 100mm THROUGH 375mm SHALL BE PVC SDR35 AND MEET THE PIPE OF DIAMETER 100mm THROUGH 375mm SHALL BE PVC SDR35 AND MEET THE REQUIREMENTS OF THE LATEST ASTM D-3034 STANDARD. THE PIPE SHALL CONFORM TO THE REQUIREMENTS OF CSA B-182.2, BNQ NQ 3624-130 AND NQ 3624-135 STANDARDS. 4. BEDDING AND BACKFILL FOR STORM PIPE TO BE AS PER OPSD 802.010, GRANULAR "A", BEDDING AND BACKFILL FOR STORM PIPE TO BE AS PER OPSD 802.010, GRANULAR "A", UNLESS NOTED. 5. BACKFILL AND BEDDING MATERIAL TO BE COMPACTED TO A MINIMUM DRY DENSITY OF 98% OF BACKFILL AND BEDDING MATERIAL TO BE COMPACTED TO A MINIMUM DRY DENSITY OF 98% OF THE MATERIALS STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD). 6. ALL SUB-DRAINS INCLUDING CURB SUB-DRAINS TO BE MINIMUM 100mm PERFORATED HDPE ALL SUB-DRAINS INCLUDING CURB SUB-DRAINS TO BE MINIMUM 100mm PERFORATED HDPEPIPE COMPLETE WITH GEOTEXTILE SOCK AS PER OPSS 405 AND CONNECTED TO PVC STORM SEWERS VIA FITTINGS. 7. ALL SUB-DRAINS SHALL BE BACKFILLED WITH GRANULAR MATERIAL. ALL SUB-DRAINS SHALL BE BACKFILLED WITH GRANULAR MATERIAL. 8. SUB-DRAIN INSTALLATION TO BE CARRIED OUT IN ACCORDANCE, OPSS, OPSD, LOCAL MUNICIPAL SUB-DRAIN INSTALLATION TO BE CARRIED OUT IN ACCORDANCE, OPSS, OPSD, LOCAL MUNICIPAL STANDARDS AND ONTARIO BUILDING CODE. 9. AREA DRAIN TO BE SUPPLIED BY ADS, NYLOPLAST MODEL DRAINAGE STRUCTURE C/W H10 6" AREA DRAIN TO BE SUPPLIED BY ADS, NYLOPLAST MODEL DRAINAGE STRUCTURE C/W H10 6" PEDESTRIAN GRATE INLET OR APPROVED EQUIVALENT
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AREA DRAIN SCALE: N.T.S.
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6" NYLOPLAST AREA DRAIN NYLOPLAST AREA DRAIN AREA DRAIN BASIN C/W INSERT-A-TEE FITTINGS OR APPROVED EQUIVALENT
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LOCATES AND LIABILITY: 1. THE CONTRACTOR SHALL RECTIFY ALL DISTURBED AREAS TO THE ORIGINAL CONDITION OR THE CONTRACTOR SHALL RECTIFY ALL DISTURBED AREAS TO THE ORIGINAL CONDITION OR BETTER AND TO THE SATISFACTION OF THE TOWN OF COLLINGWOOD. 2. THE LOCATION OF ALL UNDER/ABOVE GROUND UTILITIES AND STRUCTURES ARE THE LOCATION OF ALL UNDER/ABOVE GROUND UTILITIES AND STRUCTURES ARE APPROXIMATE ONLY, AND WHERE SHOWN ON THE DRAWING(S) THE ACCURACY OF THE LOCATION OF SUCH UTILITIES ARE NOT GUARANTEED. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL SUCH UTILITIES AND STRUCTURES BY CONSULTING THE APPROPRIATE AUTHORITIES OR UTILITY COMPANIES CONCERNED. THE CONTRACTOR SHALL PROVE THE LOCATION OF ALL SUCH UTILITIES AND STRUCTURES AND SHALL ASSUME ALL LIABILITY FOR DAMAGE OR RESTORATION TO SAME. 3. THE OWNER SHALL BE NOTIFIED IMMEDIATELY OF ANY CONFLICTS WITH EXISTING SERVICES. THE OWNER SHALL BE NOTIFIED IMMEDIATELY OF ANY CONFLICTS WITH EXISTING SERVICES.
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50mm PUR-SplitTUBE INSULATION
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NOTE: ALL PVC STORM SEWERS ARE TO BE INSULATED WITH 50mm URECON PUR-SplitTUBE FOR BURIED APPLICATIONS
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150mm NYLOPLAST AREA DRAIN PEDESTRIAN AREA DRAIN PEDESTRIAN PEDESTRIAN GRATE TOP C/W LOCKING MECHANISM TOP C/W LOCKING MECHANISM
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SURVEY CREATED BY: BETTER MEASURE INC DATED: NOVEMBER 17, 2019
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BENCHMARK DESCRIPTION:
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ELEVATIONS GIVEN ON THIS PLAN ARE RELATIVE TO A TEMPORARY BENCHMARK LOCATED AT DOOR SILL OF 100.12m ESTABLISHED BY BETTER MEASURES ON NOVEMBER 15, 2019. CONTRACTOR IS RESPONSIBLE TO VERIFY ELEVATION OF ALL PROPOSED WORKS RELATIVE TO THE EXISTING ELEVATIONS”
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SURVEY:
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TBM = 100.12m
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FLOW
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FLOW
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LEGEND:
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EXISTING TREE
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PROPOSED CONCRETE WALKWAY
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PROPOSED PLANTING BED
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EXISTING RIVER ROCK TO REMAIN
