View
0
Download
0
Category
Preview:
Citation preview
GROUNDWATER DATA
BOREHOLE #
STANDPIPE
DEPTH
FROM
EX GROUND
EX GROUND
ELEVATION
GROUNDWATER DEPTH
FROM EX GROUND
CORRECTED
GROUNDWATER
ELEVATION
2009/03/11
BH 11
BH 17
BH 18
BH 22
BH 23
9.10
9.10
9.10
9.10
9.10
1059.18
1060.85
1059.56
1060.11
1058.87
DRY
DRY
DRY
DRY
DRY
1050.08
1051.75
1050.46
1051.01
1049.77
MTEXT:
STYLE: Proposed 3.5 Anno
LAYER: C-ANNO-TABL
MTEXT:
STYLE: Proposed 2.5 Anno
LAYER: C-ANNO-TABL
MTEXT:
STYLE: Proposed 2.0 Anno
LAYER: C-ANNO-TABL
MA
TC
HL
IN
E
SE
E C
-1
07
/C
-1
08
57.44
57.46
57.40
57.65
57.90
58.16
58.41
58.66
58.91
59.16
59.45
58.95
59.61
59.98
59.66
59.84
5
9
.
6
7
59.70
59.19
59.67
59.59
58.72
58.62
58.52
58.42
58.32
58.22
58.12
58.02
59.19
58.89
58.60
58.31
58.02
57.73
58.02
58.04
59.32
60.88
59.22
60.77
59.12
60.60
59.02
60.37
58.92
60.12
59.47
58.82
59.86
58.72
59.61
58.62
59.35
58.52
59.10
58.42
58.84
58.32
58.59
58.22
58.36
60.05
60.92
58.12
58.18
58.82
60.84
59.63
59.48
59.65
57.1857.7057.8657.95
57.11
57.49
57.48
57.20
60.99
61.17
61.13
61.02
60.85
60.62
60.37
60.11
59.86
59.60
59.35
59.09
58.84
58.61
58.43
58.32
58.02
58.66
58.76
58.86
58.96
59.06
59.16
59.26
59.36
59.46
59.56
59.66
59.76
59.86
59.96
60.11
61.07
57.35
58.61
58.71
58.81
58.91
59.01
59.11
59.21
59.31
59.44
5
9
.7
6
6
0
.
5
0
6
0
.
5
0
6
0
.
4
7
60
.5
4
60
.6
0
59
.9
5
59
.9
1
5
9
.
9
4
5
9
.
9
5
5
9
.
9
2
5
9
.8
6
59.70
59.41
59.16
58.91
58.66
58.41
58.15
57.65
57.90
57
.3
0
57
.1
8
57.53
58.31
58.41
58.51
58.61
58.71
58.81
58.91
59.01
59.11
5
9
.2
4
5
9
.
4
8
5
9
.
9
6
6
0
.
1
3
60
.2
7
60
.3
4
59.92
59.76
59.61
59.51
59.41
59.31
59.21
59.11
59.01
58.91
58.81
58.71
58.61
58.51
58.41
58.31
57.97
57.46
60.80
58.03
57.94
58.25
60.22
60.8761.0260.8860.7260.5660.40
60
.2
4
60
.0
05
9.7
0
59
.4
0
59
.1
05
8.8
05
8.5
2
58.23
58.0357.98 58.11
58.23 58.14
58.35
58.99
59.66
60.33
60.83
60.8761.0260.8860.7260.5660.40
60.24
57.96
58.25 58.23 58.03 57.9858.11 58.23
58.14
59.9859.84 60.05
59.65
57.48
57.49
57
.3
0
57
.1
8
57.46
57.7057.8657.92
57.15 57.07
57.8357.83
60.8660.86
58.04
C
C
C
C
C
CC
CC
CC
CB
C
44
2.5
44
BC
44
BC
CC
CC
CC
CC
CC
CC
C4
4
3
C
C
TL
ESPILL=
E100=
DSPILL=
D100=
8
57.191
57.333
0.329
0.471
TL
ESPILL=
E100=
DSPILL=
D100=
12
58.029
58.195
0.254
0.420
TL
ESPILL=
E100=
DSPILL=
D100=
13
57.870
58.020
0.253
0.403
TL
ESPILL=
E100=
DSPILL=
D100=
10
60.717
60.735
0.254
0.272
SEE DETAIL "A"
DWG C-109 FOR
SERVICING
CONFIGURATION
TL
ESPILL=
E100=
DSPILL=
D100=
9
57.826
57.968
0.198
0.340
TL
ESPILL=
E100=
DSPILL=
D100=
11
60.717
60.796
0.145
0.224
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
18
L
BC
59.70
49.97
55.29
58.61
57.65
54.53
54.53
54.53
20 m
m
PR
V
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
19
L
BC
59
.5
6
49
.9
7
55
.5
4
58.71
57
.9
0
54.78
54
.7
8
54
.7
8
20 m
m
PR
V
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
20
L
BC
59
.2
9
49.9
8
55
.7
9
58
.8
1
58.1
5
55
.0
3
55
.0
3
55.0
3
20
m
m
PR
V
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
21
L
BC
59
.0
9
49
.9
9
56
.0
4
58.91
58
.4
1
55
.2
8
55.28
55
.2
8
20
m
m
PR
V
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
22
L
BC
58
.9
4
50
.01
56
.2
9
59
.0
1
58
.66
55
.5
3
55
.53
55
.5
3
20
m
m
PR
V
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
23
L
BC
58
.9
5
50
.0
7
56
.5
4
59
.1
1
58
.9
1
55
.7
8
55
.7
8
55
.7
8
20
m
m
PR
V
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
24
L
BC
59.12
50
.3
6
56.80
59
.2
1
59.16
56
.0
4
56
.0
4
56.04
20
m
m
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
26
L
BC
59
.8
3
51.1
7
57
.3
1
59
.4
4
59.7
0
56
.5
5
56
.5
5
56
.5
5
20
m
m
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
27
L
BC
60
.0
2
51
.4
0
57
.4
0
59
.7
6
59
.8
6
56
.6
4
56
.6
4
56
.6
4
20
m
m
L
T
F
H
N
P
W
G
W
P
W
R
G
O
G
S
S
F
G
R
F
G
L
S
D
2
8
L
B
C
6
0
.
2
5
5
1
.
7
3
5
7
.
4
5
6
0
.
5
0
5
9
.
9
25
6
.
6
9
5
6
.
6
9
5
6
.
6
9
2
0
m
m
L
T
F
H
N
P
W
G
W
P
W
R
G
O
G
S
S
F
G
R
F
G
L
S
D
2
9
L
B
C
6
0
.
4
0
5
1
.
7
6
5
7
.
4
6
6
0
.
5
0
5
9
.
9
5
5
6
.
7
0
5
6
.
7
0
5
6
.
7
0
2
0
m
m
LT
F
H
N
P
W
G
W
P
W
R
G
O
G
S
S
FG
R
FG
L
S
D
30
L
B
C
60.40
51.79
57.44
60.47
59.94
56.68
56.68
56.68
20 m
m
LTF
HN
PW
GW
PW
RG
OG
SS
FGR
FGL
SD
31
L
BC
60.43
51.74
57.39
60.54
59.91
56.63
56.63
56.63
20 mm
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
17
L
BC
59
.7
5
RM
G=
57.6
33
50
.0
3
55
.0
7
58
.5
1
57
.6
8
54
.3
1
54
.3
1
54
.3
1
20
m
m
PR
V
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
3S
BC
60
.9
7
52
.0
1
58
.5
9
59
.9
6
61
.1
3
57
.8
3
57
.8
3
57
.8
3
20
m
m
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
4S
BC
60.72
51
.9
3
58.46
59
.8
6
61
.0
2
57
.7
0
57
.7
0
57.70
20
m
m
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
5S
BC
60
.8
1
52
.0
1
58
.2
6
59
.7
6
60
.8
5
57
.5
0
57
.5
0
57
.5
0
20
m
m
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
6S
BC
60
.3
7
51
.93
58
.0
1
59
.6
6
60
.62
57
.2
5
57
.25
57
.2
5
20
m
m
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
7S
BC
60
.0
4
51
.4
4
57
.7
5
59
.5
6
60
.3
7
56
.9
9
56
.9
9
56
.9
9
20
m
m
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
8S
BC
59
.8
2
51.0
5
57
.5
0
59.4
6
60
.1
1
56
.7
4
56.7
4
56
.7
4
20
m
m
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
9
L
BC
59
.6
6
50
.7
9
57
.2
4
59.36
59
.8
6
56.48
56
.4
8
56
.4
8
20 m
m
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
10
L
BC
59
.5
6
50
.6
1
56
.9
9
59
.2
6
59
.6
0
56
.2
3
56
.2
3
56
.2
3
20
m
m
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
11
L
BC
59
.5
50
.5
4
56
.7
3
59
.1
6
59
.3
5
55
.97
55
.9
7
55
.9
7
20
m
m
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
12
L
BC
59
.3
5
50.42
56
.4
8
59
.0
6
59.09
55
.7
2
55
.7
2
55.72
20
m
m
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
13
L
BC
59
.3
3
50
.2
4
56
.2
3
58
.9
6
58
.8
4
55
.4
7
55
.4
7
55
.4
7
20
m
m
PR
V
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
14
L
BC
59
.3
1
50
.1
4
56
.0
2
58.86
58
.6
1
55
.2
6
55
.2
6
55
.2
6
20 m
m
PR
V
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
15
L
BC
59.2
6
50.0
6
55.8
3
58.7
6
58.4
3
55.0
7
55.0
7
55.0
7
20 m
m
PR
V
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
16
L
BC
59
.2
6
RM
G=
58
.2
68
50
.0
5
55
.7
7
58
.6
6
58
.3
2
55
.0
1
55
.0
1
55
.0
1
20
m
m
PR
V
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
2S
BC
61
.0
3
52
.1
7
58
.6
6
60
.1
1
61
.1
7
57
.9
0
57
.9
0
57
.9
0
20
m
m
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
1S
BC
61
.0
8
52
.3
7
58
.6
5
60
.1
7
61
.0
9
57
.8
9
57
.8
9
57
.8
9
20
m
m
LT
F
HN
PW
GW
PW
RG
OG
SS
FG
R
FG
L
SD
25
L
BC
59
.5
5
50
.7
6
57
.0
9
59
.3
1
59
.4
1
56
.3
3
56
.3
3
56
.3
3
20
m
m
'K2' CB
NO ICD
'K2' CB
NO ICD
'K2' CB
NO ICD
'K2' CB
ICD R30
'C' CB
ICD R70
c/w EXTRA
0.30 BARREL
'C' CB
ICD R30
'K2' CB
ICD R30
'C' CB
ICD R30
'K2' CB
ICD R30
'K2' CB
NO ICD
'C' CB
ICD R30
c/w EXTRA
0.30 BARREL
'C' CB
ICD R30
c/w EXTRA
0.30 BARREL
TWIN 'C' CB
ICD R50
c/w EXTRA
0.30 BARREL
'K2' CB
ICD R70
BLOCK 15
1
BLOCK 16
BLOCK 16
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
7.0
0 P
AV
ED
L
AN
E
SILVERTON ST SE
SILVERTON RD SE
FU
T 7
.0
0 P
AV
ED
L
AN
E
SIL
VE
RT
ON
W
Y S
E (1
90
A
V S
E)
SIL
VE
RT
ON
H
E S
E
7.0
0 P
AV
ED
L
AN
E
SILVERTON ST SE
7.00 PAVED LANE
BH 11
BH 18
BH 17
61
.1
76
1.1
3
61
.0
2
60
.8
56
0.6
26
0.3
760
.11
59
.8
65
9.6
05
9.3
559
.09
58
.8
45
8.6
15
8.4
358
.2
95
8.3
2
57
.6
857
.9
05
8.1
55
8.4
15
8.6
65
8.9
15
9.1
65
9.41
59.70
59
.8
65
9.9
2
5
9
.
9
5
5
9
.
9
4
59.91
59.95
59.69
MTEXT:
STYLE: Proposed 3.5 Anno
LAYER: C-ROAD-TEXT
BLOCK:
PR STRM Trap Low Data
LAYER: C-STRM-TEXT
STRUCTURE:
PR STORM CB (Plan Profile Section)
STRUCTURE LABEL:
PR STORM Plan (CB Type)
COGO POINT:
_Cross (x) 1.8
PR Spot Elev 1.8 mm
MTEXT:
STYLE: Proposed 3.5 Anno
LAYER: C-ROAD-TEXT-F
BLOCK:
PR WATR Hydrant (Anno)
LAYER: C-WATR-HYDT
MTEXT:
STYLE: Proposed 3.5 Anno
LAYER: C-PROP-BLKS-TEXT
MTEXT:
STYLE: Proposed 2.0 Anno
LAYER: C-PROP-LOTS-TEXT
BLOCK:
GEN GEOT Drive Sampled Spot And Cor (Anno)
LAYER: B-BORE-HOLE
BLOCK:
PR PROP Lot Data
LAYER: C-ANNO-TEXT
BLOCK:
GEN MISC Service Location
LAYER: C-ANNO-SYMB
BLOCK:
GEN MISC Garage Driveway Location (Anno)
LAYER: C-ANNO-SYMB
BLOCK:
GNRL Ref Rev Indicator (Anno)
LAYER: C-ANNO-SYMB
BLOCK:
GEN MISC Side Flow Split
LAYER: C-ANNO-SYMB
HATCH:
PATTERN: ANSI31
LAYER: C-STRM-TLOW-OVDR
STRUCTURE:
PR STORM CB DOUBLE
(Plan Profile Section)
1. PRESSURE REDUCING VALVES ARE REQUIRED WHERE NOTED.
2. DEEP UTILITY SERVICES TO EXTEND 5.0 METRES INSIDE OF PROPERTY
LINE.
3. WEEPING TILE (●) OR CLAY PLUG (CP) TO BE PROVIDED ON ALL LOTS.
4. DEEP UTILITY SERVICE SIZES ARE AS FOLLOWS:
SANITARY SEWER = 100 mm PVC
STORM SEWER = 75 mm PVC
5. WATER SERVICE = 20 mm PEX
6. WHERE A 25 mm WATER SERVICE SIZE IS SPECIFIED, A 25 mm LINE
SHOULD EXTEND FROM THE MAIN TO THE HOT WATER TANK (HWT) AND A
20 mm LINE FROM THE HWT TO THE HIGHEST FIXTURE IN THE HOUSE.
7. WATER SERVICE VALVE LOCATIONS TO BE INSTALLED WITHIN
RIGHT-OF-WAYS AS PER CITY OF CALGARY SUBDIVISION DESIGN
GUIDELINES:
7.1. RESIDENTIAL ROAD R/W SPECIFICATION 454.1008.069 SHEET 38
-> 1.00 LINE ASSIGNMENT
7.2. COLLECTOR ROAD R/W SPECIFICATION 454.1008.073 SHEET 24
-> 1.00 LINE ASSIGNMENT (MONO WALK)
-> 3.00 LINE ASSIGNMENT (SEP WALK)
7.3. MODIFIED PRIMARY COLLECTOR ROAD R/W SEE DRAWING C-301
AND SPECIFICATION 454.1008.064 SHEET 20
-> 3.00 LINE ASSIGNMENT
7.4. ACTIVITY CENTRE STREET R/W SPECIFICATION 454.1008.066
SHEET 31
-> 4.00 LINE ASSIGNMENT
8. WATER SERVICE VALVE SHALL HAVE 3.0 m COVER IN CLAY AND 3.3 m
COVER IN GRAVEL. WATER SERVICE CONNECTION, WHERE INSTALLED
BENEATH A 600 mm OR LARGER STORM MAIN, TO BE INSTALLED AS PER
C.O.C. SPECIFICATION 453.1046.001 WITH INSULATION AS REQUIRED.
9. ALL DEEP UTILITY SERVICES SHALL MAINTAIN THE FOLLOWING MINIMUM
DISTANCES (CENTRE-CENTRE) FROM OTHER INFRASTRUCTURE:
3.0 m FROM CATCH BASINS
3.0 m FROM FIRE HYDRANTS
3.0 m FROM EDGE OF TRANSFORMER/PULL BOX/JUNCTION TERMINAL
2.5 m FROM STREET LIGHTS
2.5 m FROM DECIDUOUS TREES AND 3.0 m FROM ALL OTHER TREES
10. SUGGESTED FRONT LANDSCAPE ELEVATION (FG) IS BASED ON THE
CONDITIONS DESCRIBED BELOW:
10.1. REAR DRIVE HOMES: THE 'FG' VALUE IS SET 0.25 ABOVE THE
HIGHEST ADJACENT FRONT LOT CORNER ELEVATION LOCATED AT
THE FRONT OF HOUSE. THIS ACCOMMODATES A 2.5% SLOPE IN THE
ACCESS R/W BETWEEN HOMES TO THE FRONT OF THE LOT.
10.2. FRONT DRIVE HOMES: THE 'FG' VALUE IS SET 0.25 ABOVE THE
HIGHEST ADJACENT FRONT LOT CORNER ELEVATION, AND IS
LOCATED AT THE FRONT OF THE GARAGE. THIS ACCOMMODATES A
2.5% GRADE IN THE ACCESS R/W BETWEEN HOMES TO THE FRONT
OF THE LOT.
10.3. THE 'FG' VALUE MAY ALSO BE SET BASED ON THE 'MG' OR 'RMG'
REQUIREMENT FOR THE LOT.
10.4. SUGGESTED FRONT LANDSCAPE ELEVATIONS MAY BE ALTERED
DURING THE PREPARATION OF THE PLOT PLAN FOR EACH LOT AND
MUST ENSURE THAT ADEQUATE DRAINAGE IS PROVIDED.
11. THE LOWEST TOP OF FOOTING (LTF) ELEVATION SPECIFIED MAY NOT
REPRESENT THE ACTUAL TOP OF FOOTING ELEVATION. THE ACTUAL TOP
OF FOOTING ELEVATIONS SPECIFIED ON THE BUILDING GRADE SLIP MUST
NOT BE PLACED BELOW THE LOWEST TOP OF FOOTING ELEVATION
SPECIFIED.
12. GROUNDWATER ELEVATION DATA IS APPROXIMATE ONLY. THE DATA IS
BASED ON WATER LEVEL READINGS TAKEN AT AVAILABLE BORE HOLES.
13. MINIMUM BUILDING OPENING ELEVATIONS ARE SPECIFIED AS FOLLOWS:
13.1. ALL LOTS ADJACENT TO TRAP LOW AREAS WHERE THE SPILLOVER
ELEVATION IS HIGHER THAN THE ADJACENT PROPERTY LINE
ELEVATION SPECIFY AN 'MG' ELEVATION WHEN THE ADJACENT
TRAP LOW DEPTH IS 0.30 m OR LESS AND A 'RMG' VALUE WHEN THE
ADJACENT TRAP LOW DEPTH IS GREATER THAN 0.30 m.
13.2. ALL LOTS WITH A 'RMG' VALUE INDICATED SHALL HAVE A
RESTRICTIVE COVENANT REGISTERED ON THE LOT SPECIFYING
THE MINIMUM BUILDING OPENING ELEVATION ALLOWABLE
ADJACENT TO THE RESPECTIVE TRAP LOW AREA.
13.3. THE 'MG' OR 'RMG' ELEVATION IS SET AT 0.30 m ABOVE THE
GREATER OF THE RESPECTIVE TRAP LOW SPILLOVER OR 1:100
YEAR ELEVATION WHERE THE OVERLAND ESCAPE ROUTE IS VIA A
PUBLIC ROADWAY.
13.4. THE 'MG' OR 'RMG' ELEVATION IS SET AT 0.50 m ABOVE THE
GREATER OF THE RESPECTIVE TRAP LOW SPILLOVER OR 1:100
YEAR ELEVATION WHERE THE OVERLAND ESCAPE ROUTE IS NOT
VIA A PUBLIC ROADWAY.
13.5. FOR REAR DETACHED GARAGES THE 'MG' OR 'RMG' VALUE
ASSOCIATED WITH THE GARAGE IS SET TO 0.15 m ABOVE THE
GREATER OF THE RESPECTIVE TRAP LOW SPILLOVER OR 1:100
YEAR ELEVATION.
14. IT IS THE HOME BUILDERS RESPONSIBILITY TO ENSURE THAT ALL
BUILDING OPENINGS (I.E. DOORS, WINDOWS, GARAGES, ETC.) ADHERE TO
THE 'MG' AND 'RMG' ELEVATIONS SPECIFIED FOR EACH AFFECTED LOT.
15. THE ORIGINAL GROUND ELEVATION IS BASED ON TOPOGRAPHIC DIGITAL
AERIAL SURVEY DATA FROM THE CITY OF CALGARY.
16. BEARING CERTIFICATES ARE SPECIFIED FOR ALL LOTS UNLESS
OTHERWISE NOTED.
17. ALL DETACHED GARAGES MUST BE PLACED ON A PROPERLY COMPACTED
SUB-GRADE.
18. A TYPE HS OR HSb CEMENT WITH A MINIMUM COMPRESSIVE STRENGTH
OF 30 MPa IS RECOMMENDED FOR THE MANUFACTURE OF CONCRETE IN
CONTACT WITH SOIL AS PER THE FOLLOWING REPORT:
GEOTECHNICAL EVALUATION REPORT SILVERADO EAST, McINTOSH LALANI
ENGINEERING LTD, JULY 2009
19. LOT TYPE DESCRIPTIONS ARE AS FOLLOWS FOR NORMAL LOT DEPTHS:
'S' = SPLIT
REAR PL ELEVATION 0.90 m - 2.1 m BELOW FRONT PL ELEVATION
'T' = TRANSITION
FRONT AND REAR PL ELEVATION DIFFERS FROM ONE LOT SIDE
TO THE OTHER
'BF' = BACK TO FRONT
REAR PL ELEVATION > 0.90 m ABOVE FRONT PL ELEVATION
'L' = LEVEL
REAR PL ELEVATION < 0.90 m ABOVE FRONT PL ELEVATION AND
REAR PL ELEVATION < 0.90 m BELOW FRONT PL ELEVATION
BUILDING GRADE NOTES (BGN):
1. ALL PIPE SIZES ARE IN MILLIMETRES AND ALL DIMENSIONS ARE IN METRES
UNLESS OTHERWISE NOTED.
2. ALL COORDINATES AND DISTANCES ARE BASED ON 3TM COORDINATE
SYSTEM (NAD 83).
3. ALL CONSTRUCTION AND MATERIALS TO BE IN ACCORDANCE WITH
CURRENT CITY OF CALGARY SPECIFICATIONS.
4. NO CONSTRUCTION SHALL PROCEED UNTIL ALL APPROPRIATE
REGULATORY APPROVALS ARE OBTAINED.
5. ALL PLANS SUBJECT TO TERMS OF THE DEVELOPMENT
AGREEMENT/PERMIT AND THE CONTRACT DOCUMENTS.
6. ANY ERRORS OR DISCREPANCIES TO BE REPORTED TO THE ENGINEER
PRIOR TO COMMENCEMENT OF CONSTRUCTION.
7. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO CITY OF
CALGARY SPECIFICATIONS.
8. ALL ELEVATIONS ARE GEODETIC WITH DATUM=1000.
9. CONTRACTOR TO BE RESPONSIBLE FOR LOCATION AND ALIGNMENT OF
ALL EXISTING UTILITIES.
10. CONTRACTOR TO TAKE CARE WHEN WORKING NEAR EXISTING
INFRASTRUCTURE.
11. CONTRACTOR TO COORDINATE ALL CONSTRUCTION WITH ASSOCIATED
OWNER(S) WHEN WORKING NEAR EXISTING INFRASTRUCTURE.
12. EXISTING SURFACE FEATURES TO BE REINSTATED TO CONDITIONS
PRECEDING CONSTRUCTION WHERE EXISTING CONDITIONS WILL BE
MAINTAINED.
13. COMBINED FACTOR APPLIED=0.999736 (1.000264).
14. ALL NORTHING-EASTING COORDINATES ARE AT SEA LEVEL.
GENERAL NOTES (GN):
NOTE: COLLECTOR ROAD = LIP OF GUTTER + 0.200
RESIDENTIAL ROAD = LIP OF GUTTER + 0.200
MAJOR ROAD = LIP OF GUTTER + 0.300
TYP SWALE = INVERT + 0.150
PAVED LANE = INVERT + 0.105
GRADE AT FRONT PL
(SEE NOTE BELOW)
SUGGESTED DRIVEWAY LOCATION
ELEC/TELUS/CTV DROP LOCATION
FRONT SIDE YARD LANDSCAPE ELEVATION
WATER PRESSURE REDUCING VALVE REQ'D
WATER SERVICE SIZE
WATER STUB INVERT
SANITARY STUB INVERT
STORM STUB INVERT (WEEPING TILE TO STORM REQ'D)
SUGGESTED RIGHT FRONT GRADE (AT 6 m)
SUGGESTED REAR GRADE
LOWEST TOP OF FOOTING
GROUND WATER ELEVATION (PRIOR TO SITE GRADING)
MIN FINISHED GRADE & HOUSE OPENING GRADE
ORIGINAL GROUND ELEVATION (PRIOR TO SITE GRADING)
BEARING CERTIFICATE REQ'D
SUGGESTED REAR SIDE YARD LANDSCAPE ELEVATION
HOUSE NUMBER (CIVIC ADDRESS)
LOT TYPE (WALKOUT/LEVEL/SPLIT/BACK TO FRONT)
LOT NUMBER
SEE NOTE ON BUILDING GRADE PLAN
GRADE AT REAR PL OR AT TOP OF CONCRETE SWALE
WHERE APPLICABLE
SERVICE LOCATED AS DIMENSIONED
L=
6.00
L=
24.00 F
RO
NT
G
AR
AG
E
UR/W
LTF
HN
W
GW
W
RG
OG
S
FGR
18
104
L
BC
129.19
132.72
132.39
135.57
133.48
135.85
135.22
20 mm
PRV
MG=134.50
SIDEYARD DRAINAGE DIRECTION
POND DEPTH LESS THAN 300 mm (MG)
POND DEPTH MORE THAN 300 mm (RMG)RMG=134.50
132.72
PRESSURE ZONE
RESERVOIR
SUGGESTED LEFT FRONT GRADE (AT 6 m)FGL 135.85
L=
7.50 R
EA
R G
AR
AG
E
SEE DETAIL 'C' DWG C-109 FOR
DRAINAGE CONFIGURATION
SEE DETAIL 'D' DWG C-109 FOR
DRAINAGE CONFIGURATION
SEE DETAIL 'E' DWG C-109 FOR
DRAINAGE CONFIGURATION
SEE DETAIL 'F' DWG C-109 FOR
DRAINAGE CONFIGURATION
SEE DETAIL 'G' DWG C-109 FOR
DRAINAGE CONFIGURATION
PARTIAL DRIVEWAY TO BE STEEPER
THAN 8%
FRONT YARD TO BE STEEPER THAN 8%
1
2
3
4
5
6
7
1
GLENMORE
1115
1085
1046
CATCH BASIN
FIRE HYDRANT
TRAP LOW INUNDATION AREA
(SPILL DEPTH/ELEVATION)
BORE HOLE LOCATION & NUMBER
GROUND WATER CONTOUR
1052.0
BH#11
NAD 83
COORDINATES
NOTES
FILE NO. ENG DWG NO.
SHEET ID. SHEET NO.
12345678C-107.dwg
SCALE
BY
PERMIT SEAL
NO. DESCRIPTION
DATE
(YYYY-MM-DD)
BY APPD
DATE
(YYYY-MM-DD)
FIL
E: Z
:\S
PE
CIA
L\T
I_
CO
NT
RA
CT
_S
EE
D_
DIR
EC
TO
RIE
S\C
ON
ST
RU
CT
IO
N D
RA
FT
IN
G S
TA
ND
AR
DS
A
ND
T
EM
PL
AT
ES
\D
EV
L\S
MP
L-E
XP
~\2
PR
OD
UC
T\1
23
45
67
8C
-1
07
.D
WG
| D
AT
E: T
hu
rsd
ay, D
ece
mb
er 0
5, 2
01
9 1
1:1
4:3
4 A
M
CHECKED
DRAWN
DESIGNED
PROJECT
SHEET TITLE
025 mmSHEET SIZE ANSI DISC:
DRAWN
BY
DATE
(YYYY-MM-DD)
PROFILE NO.
ISSUED FOR PRELIMINARY APPROVAL
RGCG2018-11-14ISSUED FOR PRELIMINARY APPROVAL0
2018-09-01RG
2018-07-09CG
2018-07-09CG
009
SAMPLE SHEET
BUILDING GRADE PLAN
SUBDIVISION
SEC: 22 - TWP: 22 - RGE: 01 - W 5th M
AND TEMPLATES
CONSTRUCTION DRAFTING STANDARDS
THE CITY OF CALGARY
C-107
20 m0 10
1:500
THIS DRAWING SAMPLE IS INTENDED TO ILLUSTRATE THE NEW CAD STANDARDS AND ARE FOR REFERENCE PURPOSES ONLY. PLEASE CONFIRM WITH YOUR APPROPRIATE CITY OF CALGARY CONTACT FOR SPECIFIC CONTENT REQUIREMENTS.
135.27 135.55
134.59 134.81
13
5.4
21
34
.8
5
13
5.7
01
35
.0
7
DEVELOPER'S
LOGO
MTEXT:
STYLE: Proposed 3.5 Anno
LAYER: G-ANNO-TEXT
MTEXT:
STYLE: Proposed 2.0 Anno
LAYER: G-ANNO-TEXT
BLOCK:
GNRL Ref Match Line Indicator Typ (Anno)
LAYER: G-ANNO-MATC
S
A
M
P
L
E
Recommended