LEGEND
SOD/TOPSOIL REMOVAL (NOTE 4)
GENERAL NOTES
1.
ALL EXISTING UTILITIES SHOWN ON DRAWINGS ARE FOR
REFERENCE PURPOSES ONLY. THE CONTRACTOR SHALL
SATISFY THEMSELVES AS TO THE ACTUAL LOCATION AND
DEPTH OF ANY UTILITY AND SHALL BE LIABLE FOR ALL OR
ANY DAMAGES. INFORMATION REGARDING DEPTH AND
LOCATION OF EXISTING UTILITIES ARE APPROXIMATE, TO
BE VERIFIED IN THE FIELD BEFORE ANY CONSTRUCTION
IN THE VICINITY.
2. DRAWING TO BE READ IN CONJUNCTION WITH
ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND
STRUCTURAL DRAWINGS.
3. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING
LAYOUT AND LOCATION .
4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING OWNER
A DETAILED STAGING AND TRAFFIC PLAN TO MAINTAIN
TRAFFIC AND ACCESS TO THE SATISFACTION OF THE
OWNER 4 WEEKS PRIOR TO CONSTRUCTION.
5. ANY AREA DISTURBED DURING CONSTRUCTION SHALL BE
RESTORED TO EXISTING CONDITION OR BETTER TO THE
SATISFACTION OF THE OWNER. THIS INCLUDES
ASPHALT, GRANULAR OR PAVING STONE, TOPSOIL, SOD
ETC.
6. C-SERIES PLANS ARE TO BE USED FOR GRADING ONLY.
ANY OTHER INFORMATION SHOWN IS FOR ILLUSTRATION
PURPOSES ONLY.
7. DRAWINGS ARE NOT FOR CONSTRUCTION UNTIL
STAMPED BY DESIGN ENGINEER AND APPROVED BY THE
LOCAL MUNICIPALITY.
8. ALL CONSTRUCTION WORK TO BE CARRIED OUT IN
ACCORDANCE WITH THE REQUIREMENTS FOR THE
OCCUPATIONAL HEALTH AND SAFETY ACT AND
REGULATIONS FOR CONSTRUCTION PROJECTS.
9. THE CONTRACTOR WILL BECOME SOLE OWNER OF ALL
EXCESS MATERIAL.
10. MAINTAIN FIRE ROUTE, VEHICULAR AND PEDESTRIAN
TRAFFIC AROUND THE WORK ZONE.
SW
SW
NOTE 3
NOTE 1
DRAWINGS DEVELOPED FROM ELECTRONIC DRAWING FILES
RECEIVED FROM:
1. BETTER MEASURES - SITE SURVEY 0813.DWG
2. THA - A001SITE PLAN & BUILDING PLANS
3. PETO MACCALLUM LTD. - GEOTECHNICAL INVESTIGATIONS,
DATED SEPT 2015 AND DEC 2015
COORDINATE SYSTEM
UTM ZONE 17 - NAD 83 CSRS
ELEVATIONS ARE RELATED TO THE CANADIAN GEODETIC VERTICAL
DATUM 1972. A LOCAL BENCH MARK WAS ESTABLISHED ON A
SPIKE ON THE NORTH SIDE OF THE LANEWAY ,HAVING AN
ELEVATION OF 249.44
SW
DRAWING NOTES
1.
NOTE 3
2.
3.
4.
8
30.
36.4
NOTE 4
0
6
12
Meters
CONTRACTOR LAYDOWN AND PARKING AREA TO BE
RESTRICTED TO THE WORK ZONE. ANY DAMAGED
AREAS TO BE RESTORE UPON COMPLETION OF
CONSTRUCTION.
REFER TO C-03 FOR TYPICAL CROSS SECTION THROUGH
SITE.
LOCATION AND GRADE OF EXISTING SWALE TO BE
VERIFIED IN THE FIELD. MAINTAIN DRAINAGE OF EXISTING
SWALE, REGRADE AS REQUIRED TO PROVIDE POSITIVE
DRAINAGE AWAY FROM BUILDING AND FILL PAD AND
DRIVEWAY.
REFER TO ARCHITECTURAL FOR DETAILS ON
CONSTRUCTION FENCING, CONSTRUCTION NOTES, AND
TEMPORARY REQUIREMENTS.
FOR BID PURPOSES AND NOT FOR CONSTRUCTION
LEGEND
HEAVY DUTY PAVEMENT
(50mm HL3, 70mm HL8)
150mm TOPSOIL AND SOD
2.0%
GRADE SLOPE
SW
SWALE
EXISTING ELEVATION
192.55
PROPOSED ELEVATION
BOLLARD (NOTE 13)
DRAWING NOTES
1.
2.
F
E
IR
C
AC
S
ES
R
TE
U
O
3.
4.
5.
SW
6.
7.
8.
9.
10.
11.
R9.0
0
248.25
SW
NOTE 11
R7.50
12.
13.
248.14
14.
ELEVATIONS ARE RELATED TO THE CANADIAN GEODETIC VERTICAL
DATUM 1972. A LOCAL BENCH MARK WAS ESTABLISHED ON A
SPIKE ON THE NORTH SIDE OF THE LANEWAY ,HAVING AN
ELEVATION OF 249.44
1
8.0
24
R7
.10
.50
COORDINATE SYSTEM
UTM ZONE 17 - NAD 83 CSRS
247.58
248
FOR BID PURPOSES AND NOT FOR CONSTRUCTION
247.70
00
NOTE 11
0
6.0
M
0
3.0
.89
247
.91
247
R3.
SW
REFER TO C-01 FOR GENERAL NOTES.
CONTRACTOR LAYDOWN AND PARKING AREA TO BE
RESTRICTED TO THE WORK ZONE. ANY DAMAGED
AREAS TO BE RESTORE UPON COMPLETION OF
CONSTRUCTION.
ALL AREAS OF REGRADING TO BE COMPACTED TO 98%
SPMDD OR AS RECOMMEND BY THE GEOTECHNICAL
CONSULTANT.
ALL GRADED AREAS TO BE FINALIZED WITH 150mm OF
TOPSOIL AND SOD.
REMOVE AND LEVEL ANY DEPRESSED AREAS, PROVIDE
MINIMUM 0.5% POSITIVE GRADE.
PROVIDE MINIMUM 1.0% GRADE IN ALL SWALES.
MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDINGS.
REFER TO C-03 FOR TYPICAL CROSS SECTION THROUGH
SITE.
REFER TO MECHANICAL/ ELECTRICAL FOR SERVICE
CONNECTIONS.
REFER TO ARCHITECTURAL/ STRUCTURAL/ MECHANICAL/
ELECTRICAL DRAWINGS FOR BUILDING DETAILS.
LOCATION AND GRADE OF EXISTING SWALE TO BE
VERIFIED IN THE FIELD. MAINTAIN DRAINAGE OF EXISTING
SWALE, REGRADE AS REQUIRED TO PROVIDE POSITIVE
DRAINAGE AWAY FROM BUILDING AND FILL PAD AND
DRIVEWAY.
1m ROUNDING AT 2% SLOPE.
BOLLARD SETBACK 200mm FROM EDGE OF SIDEWALK TO
CENTRE OF BOLLARD. REFER TO DETAIL ON C-03.
REFER TO ARCHITECTURAL FOR DETAILS ON
CONSTRUCTION FENCING, CONSTRUCTION NOTES, AND
TEMPORARY REQUIREMENTS.
DRAWINGS DEVELOPED FROM ELECTRONIC DRAWING FILES
RECEIVED FROM:
1. BETTER MEASURES - SITE SURVEY 0813.DWG
2. THA - A001SITE PLAN & BUILDING PLANS
3. PETO MACCALLUM LTD. - GEOTECHNICAL INVESTIGATIONS,
DATED SEPT 2015 AND DEC 2015
.97
247
3
.93
NOTE 12 (TYP.)
247
.00
247.66
AT
C
H
TO
EX 246.68
IS
TI
N
G
FFE=248.00
.97
0
3.0
247
.97
EXIS
247
O
CH T
MAT
0
6.0
.85
247 3
.8
247
TING
245.85
.89
247 86
.
247
NOTE 14
:1
X6
MA
247.16
245.49
247.05
0
6
12
Meters
DRAWINGS DEVELOPED FROM ELECTRONIC DRAWING FILES
RECEIVED FROM:
1. BETTER MEASURES - SITE SURVEY 0813.DWG
2. THA - A001SITE PLAN & BUILDING PLANS
3. PETO MACCALLUM LTD. - GEOTECHNICAL INVESTIGATIONS,
DATED SEPT 2015 AND DEC 2015
COORDINATE SYSTEM
UTM ZONE 17 - NAD 83 CSRS
NOTE 13
ELEVATIONS ARE RELATED TO THE CANADIAN GEODETIC VERTICAL
DATUM 1972. A LOCAL BENCH MARK WAS ESTABLISHED ON A
SPIKE ON THE NORTH SIDE OF THE LANEWAY ,HAVING AN
ELEVATION OF 249.44
NOTE 13
NOTE 12 (TYP.)
249.48
249.63
HT
TC
MA
249.20
OE
10.0
.98
G
248
TIN
3:1
XIS
MAX
9
249.4
15.2
FFE=249.51
GE
248.91
249.26
GAR
A
GAR
AGE
249.48
0
6
FOR BID PURPOSES AND NOT FOR CONSTRUCTION
12
0
Meters
260
LEGEND
DRAWING NOTES
TYPICAL GRADING AROUND BUILDING
N.T.S.
SOD/TOPSOIL REMOVAL (NOTE 4)
1.00 ROUNDING
6.00
PAVING
N.T.S.
200mm DIAMETER GALVANIZED STEEL
PIPE (SCHEDULE 40), CONCRETE
FILLED, AND PROTECTED WITH 3mm
MINIMUM THICK HIGH DENSITY
POLYETHYLENE 'SAFETY YELLOW' (OR
OTHER COLOUR AS SPECIFIED BY
OWNER) COLOURED COVER.
50mm HL3
70mm HL8
150mm GRANULAR 'A'
600mm GRANULAR 'B'
250
150mm TOPSOIL AND SOD
BUILDING/FOUNDATION (REFER TO
ARCHITECTURAL/ STRUCTURAL DRAWINGS)
1200
2.0%
MATCH
EXISTING
1200
SIDEWALK (REFER TO ARCHITECTURAL/
STRUCTURAL DRAWINGS)
SWALE
192.55
3.
REFER TO GEOTECHNICAL CONSULTANT
FOR ENGINEER FILL RECOMMENDATION
PROPOSED ELEVATION
4.
5.
6.
7.
8.
9.
10.
150mm TOPSOIL AND SOD, ON 98%
SPMDD COMPACTED NATIVE FILL OR
AS DIRECTED BY THE
GEOTECHNICAL CONSULTANT
11.
240
REFER TO GEOTECHNICAL CONSULTANT
FOR DEPTH OF TOPSOIIL REMOVAL
150
SW
250
EXISTING GROUND
600
230
GRADE SLOPE
EXISTING ELEVATION
6:1 MAX GRADE
MATCH
EXISTING
240
2.0%
6:1 MAX GRADE
FINISHED GRADE
30 mPA CONCRETE PLACED
IN SONO TUBE
1.
2.
PROPOSED FINISHED FLOOR
2.0%
12
Meters
260
TYPICAL BOLLARD DETAIL
6
230
12.
13.
REFER TO C-01 FOR GENERAL NOTES.
CONTRACTOR LAYDOWN AND PARKING AREA TO BE
RESTRICTED TO THE WORK ZONE. ANY DAMAGED
AREAS TO BE RESTORE UPON COMPLETION OF
CONSTRUCTION.
ALL AREAS OF REGRADING TO BE COMPACTED TO 98%
SPMDD OR AS RECOMMEND BY THE GEOTECHNICAL
CONSULTANT.
ALL GRADED AREAS TO BE FINALIZED WITH 150mm OF
TOPSOIL AND SOD.
REMOVE AND LEVEL ANY DEPRESSED AREAS, PROVIDE
MINIMUM 0.5% POSITIVE GRADE.
PROVIDE MINIMUM 1.0% GRADE IN ALL SWALES.
MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDINGS.
REFER TO C-03 FOR TYPICAL CROSS SECTION THROUGH
SITE.
REFER TO MECHANICAL/ ELECTRICAL FOR SERVICE
CONNECTIONS.
REFER TO ARCHITECTURAL/ STRUCTURAL/ MECHANICAL/
ELECTRICAL DRAWINGS FOR BUILDING DETAILS.
PROVIDE TREE PROTECTION WHEN WORKING IN VICINITY
OF EXISTING TREES.
1m ROUNDING AT 2% SLOPE.
REFER TO ARCHITECTURAL FOR DETAILS ON
CONSTRUCTION FENCING, CONSTRUCTION NOTES, AND
TEMPORARY REQUIREMENTS.