notes sample · 3.all construction and materials to be in accordance with current city of calgary...
TRANSCRIPT
PROP SD 150 PVC WTD
L=24.00 S=1.90%
W INV 1054.582
E INV 1054.126
SD-35A
SD-18
SD-32
SD-17
SD-17A
SD-15
SD-11
SD-12
SD-14SD-16
1051.870
1051.145
1051.565
1050.756
1050.410
1049.374
1052.2531053.523
1050.3101050.656
1055.763
1051.465
1051.750
1051.045
REMOVE CAP
AND TIE TO EX
INSTALL CAP
1048.894
PROP SD 525 CONC
L=122.99 S=0.50%
SD-35B
1055.1741055.789
PROP SD
CURVE DATA
R=50.00
Δ=16°02'15"
Lc=14.00
PROP SD
CURVE DATA
R=50.00
Δ=16°01'16"
Lc=13.98
PROP SD
CURVE DATA
R=50.00
Δ=16°00'30"
Lc=13.97
PROP SD
CURVE DATA
R=50.00
Δ=16°02'03"
Lc=13.99
1051.510
10
53.4
27
PR
OP
S
D 300 P
VC
L=
93.52 S
=2.05%
PROP SD 150 PVC WTD
L=140.42 S=1.00%
PR
OP
S
D 300 P
VC
L=
93.51 S
=4.65%
1055.12
2
10
53.718
1050.474
10
54.8
22
l
ll
ll
l
ll
l l l l l l
l
l l l
l
l l l l l
l
ll
l
l
l
l
lll
ll
ll
lllllllll
ll
l
l
ll
llll
RIM=1057.930
RIM=1057.721
RIM=1057.680
RIM=1057.070
RIM=1056.670
RIM=1058.090
RIM=1059.764RIM=1059.613
RIM=1060.630
RIM=1060.827
RIM=1060.081
'C' CB
ICD R30
c/w EXTRA
0.30 BARREL
'K2' CB
NO ICD
'C' CB
ICD R30
c/w EXTRA
0.30 BARREL
'C' CB
ICD R30
'K2' CB
ICD R30
'K2' CB
ICD R30
'C' CB
ICD R30
'K2' CB
NO ICD
TWIN 'C' CB
ICD R50
c/w EXTRA
0.30 BARREL
'K2' CB
ICD R70
'K2' CB
ICD R30
'C' CB
ICD R70
c/w EXTRA
0.30 BARREL
'K2' CB
NO ICD
TWIN TYPE 'C'
NO ICD
'C' CB
ICD R30
c/w EXTRA
0.45 BARREL
TYPE 'K2'
ICD R70
c/w EXTRA
0.45 BARREL
'K2' CB
NO ICD
'C' CB
ICD R30
c/w EXTRA
0.30 BARREL
'K2' CB
NO ICD
'C' CB
ICD R30
'C' CB
NO ICD
'K2' CB
ICD R30
c/w EXTRA
0.30 BARREL
'C' CB
NO ICD
'K2' CB
ICD R30
c/w EXTRA
0.30 BARREL
TEMP TYPE C
FUT RIM=1058.050
'K2' CB
NO ICD
REMOVE CAP
AND TIE TO EX
INSTALL CAP
N 5638199.82
E -4727.89
N 5638059.80
E -4728.21
N 5638405.53
E -4634.11
PROP SD 375 PVC
L=48.94 S=1.00%
1054.112
INSTALL CAP
1053.623
FUT
S
D
3
7
5
P
V
CL
=6
4.6
3
S
=
1.0
0
%
PR RIM=1060.750
PR RIM=1058.750
TEMP GTMH RIM=1057.330
RIM=1058.225
7.00 PAVED LANE
7.00 PAVED LANE
7.0
0 P
AV
ED
L
AN
E
7.0
0 P
AV
ED
L
AN
E
SILVERTON HE SE
SILVERTON ST SE
SILVERTON ST SE
1
2
16
15
10
9
17
18
23
24
29
30 35 36 41 42 47 48
53
54
60
618
7
2
1
17 MR
1 2 7 813 14
17
18
2
1
5
4
9
10
15
16
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)
BLOCK 17
BLOCK 17BLOCK 17
BLOCK 16
BLOCK 16
BLOCK 16
BLOCK 18 BLOCK 20
BLOCK 16
BLOCK 12
BLOCK 15
BLOCK 6
BLOCK 13
BLOCK 7
BLOCK 7
BLOCK 8
SIL
VE
RT
ON
W
Y S
E
(1
90
A
V S
E)
BLOCK 11BLOCK 11
BLOCK 12
SIL
VE
RT
ON
H
E S
E
7.0
0 P
AV
ED
L
AN
E
SIL
VE
RA
DO
G
LE
N R
D S
E
SILVERTON ST SE
SIL
VE
RT
ON
H
E S
E
7.0
0 P
AV
ED
L
AN
E
X
12
1
126
12
2
131
137
138
128
13
3
13
0
136
125
124
135
134
124
123
127
129
132
C
C-3
01
B
C-3
01
A
C-301
D
C-301
E
C-301
SIL
VE
RT
ON
B
V S
E
PHASE 1 OFFSITE TO
BE SUBMITTED UNDER
SEPARATE COVER
PHASE 2 TO BE
SUBMITTED UNDER
SEPARATE COVER
13
.0
0
7.75
7.7
5
7.7
5
7.75
13
.0
0
13
.0
0
9.41
9.9
5
13
.0
0
6.0
0
9.41
3
0
0
L
3
0
0
L
3
0
0
L 3
0
0
L
3
0
0
L
3
0
0
L
6.0
3
300 L
3
0
0
L
13
.0
0
13
.0
0
9.9
5
3
0
0
L
11
.0
0
11.18
4.8
9
43.44
3.50
9.7
3
1.95
6.00
13
.0
0
12.30
7.75
PROP SD
CURVE DATA
R=4000.00
Δ=0°17'37"
Lc=20.50
129
PROP SD 525 CONC
L=7.95 S=0.50%
S INV 1055.070
N INV 1055.030
PR
OP
S
D 1
50
0 C
ON
C
L=
47
.5
0 S
=0
.8
0%
PROP SD 450 CONC
L=94.10 S=1.35%
PROP SD 1500 CONC
L=143.95 S=0.65%
PROP SD 1500 CONC
L=44.79 S=0.55%
PROP SD 1500 CONC
L=52.67 S=0.55%
PROP SD 1500 CONC
L=92.18 S=0.20%
PROP SD 1500 CONC
L=106.59 S=0.30%
PR
OP
S
D 6
75
C
ON
C
L=
15
3.2
5 S
=2
.5
4%
PROP SD 675 CONC
L=82.63 S=3.22%
W INV 1058.520
E INV 1055.860
10
49.2
74
9712011 PLAN
731309 PLAN
7510858 PLAN
7410507 PLAN
7510858 PLAN
7510507 PLAN
7510858 PLAN 7510858 PLAN
7410507 PLAN
MTEXT:
STYLE: Proposed 3.5 Anno
LAYER: C-PROP-BLKS-TEXT
MTEXT:
STYLE: Proposed 2.5 Anno
LAYER: C-PROP-PLAN-TEXT
MTEXT:
STYLE: Proposed 3.5 Anno
LAYER: C-ROAD-TEXT-F
MTEXT:
STYLE: Proposed 3.5 Anno
LAYER: C-ROAD-TEXT
BLOCK:
GNRL Ref Grid Indicator - Num (Anno)
LAYER: G-GRID-LOCL-MARK
STRUCTURE LABEL:
*** PR STORM Plan (Structure Northing Easting)
STRUCTURE LABEL:
*** PR STORM Plan (CB Type)
BLOCK:
GNRL Ref Sect Indicators For Bldg With Break Std (Anno)
LAYER: G-ANNO-SECT-MARK
PIPE LABEL:
*** EX STORM Plan
(Diameter Material Length Slope)
STRUCTURE LABEL:
*** PR STORM Plan (Rim Elevation)
PIPE LABEL:
*** PR STORM Profile Invert (Start) Pipe Aligned
STRUCTURE:
PR STORM CAP (Plan Profile Section)
PIPE LABEL:
FUT STORM Plan (Flow Direction Arrow)
PIPE LABEL:
*** FUT STORM Plan (Diameter Material Length Slope)
STRUCTURE LABEL:
*** PR STORM Plan (Curve Data)
PIPE LABEL:
*** PR STORM Profile Invert (End) Pipe Aligned
PIPE LABEL:
*** PR STORM Plan
(Diameter Material Length Slope)
DIMENSION:
STYLE: Existing 1.5 Anno
LAYER: V-STRM-DIMS
STRUCTURE:
PR STORM CB (Plan Profile Section)
STRUCTURE:
EX STORM 2.4 S-1 MH (Plan Profile Section)
PIPE LABEL:
*** EX STORM Profile Invert (End) Pipe Aligned
STRUCTURE:
PR STORM FLARED END
(Plan Profile Section)
STRUCTURE:
EX STORM CB
(Plan Profile Section)
PIPE LABEL:
EX STORM Plan
(Flow Direction Arrow)
BLOCK:
GEN MISC High Point (Anno)
LAYER: V-STRM-STRC
DIMENSION:
STYLE: Proposed 1.8 Anno
LAYER: C-STRM-DIMS
PIPE LABEL:
*** EX STORM Profile Invert
(Start) Pipe Aligned
STRUCTURE:
PR STORM CB DOUBLE
(Plan Profile Section)
MTEXT:
STYLE: Proposed 2.0 Anno
LAYER: C-PROP-LOTS-TEXT
FUT SD 525 CONC
FU
T S
D 6
00
C
ON
C
SD-35
8.25
STRUCTURE LABEL:
*** PR STORM Plan (Structure Name)
PIPE LABEL:
PR STORM Plan (Flow Direction Arrow)
STRUCTURE:
PR STORM NULL STRUCTURE (Plan Profile Section)
NAD 83
COORDINATES
NOTES
BLOCK PROFILE
DRAWING NUMBER
BLOCK PROFILE
DRAWING NUMBER
(DIFFERENT PHASE)
CONSTRUCTION BOUNDARY
STORM SEWER
EXISTING STORM SEWER
FUTURE STORM SEWER
TYPE 5A MANHOLE
EXISTING TYPE 5A MANHOLE
FUTURE TYPE 5A MANHOLE
TYPE 1S MANHOLE
EXISTING TYPE 1S MANHOLE
CATCH BASIN w/ LEAD
EXISTING CATCH BASIN w/ LEAD
CAP
MANHOLE NUMBER
HIGH POINT
PROP SD 200 PVC
SD-10
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.
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.
1. ALL PVC STORM SEWERS TO BE DR35 UNLESS OTHERWISE NOTED.
2. ALL CIRCULAR CONCRETE PIPES TO BE CLASS IV UNLESS OTHERWISE NOTED.
3. ALL CATCH BASIN LEADS ARE TO BE 250 DIAMETER UNLESS OTHERWISE NOTED.
4. ALL PIPE BACKFILL SHALL SATISFY A MINIMUM TYPE 2 INSTALLATION
SPECIFICATION WITH CLASS 1A BEDDING.
5. CONTRACTOR TO TAKE CARE IN THE PLACEMENT OF MINIMUM AND NEAR MINIMUM
SLOPE SEWERS.
6. CONTRACTOR TO ENSURE THAT THE SEALS ON ALL PIPE AND MANHOLE
SEGMENTS ARE PROPERLY PLACED TO PREVENT LEAKAGE AND/OR INFILTRATION.
7. EXACT LOCATION OF ALL EXISTING INFRASTRUCTURE (HORIZONTAL AND
VERTICAL) TO BE CONFIRMED IN THE FIELD BEFORE CONSTRUCTION BEGINS.
8. ALL EXISTING STORM SEWERS ARE OPERATIONAL AND MUST BE MAINTAINED AS
SUCH DURING CONSTRUCTION OR SUITABLE ALTERNATE DRAINAGE CONDITIONS
PROVIDED.
9. DETAILED INFORMATION SHOWN FOR EXISTING SEWERS ONLY WHERE TIE-INS TO
THE EXISTING SYSTEM WILL BE MADE.
10. ALL EXISTING STORM SEWERS SHOWN ARE PART OF OTHER SCOPES OF
DEVELOPMENT AND INCLUDED IN SEPARATE DRAWING SUBMISSION SETS.
11. TWO PIECE CATCH BASIN SIDE INLET TYPE 'C' AS PER CITY OF CALGARY STANDARD
SPECIFICATIONS: SEWER CONSTRUCTION SPEC. 452.1002.039 REQUIRED ON ALL
FREEWAYS, MAJOR ROADS, COLLECTOR ROADS AND BUS ROUTES WHERE SNOW
CLEARING OCCURS.
GENERAL NOTES (GN):
STORM SEWER NOTES (STSN):
40 m0 20
1:1000
X
l
PH 1
XXX
LEGEND:
FILE NO. ENG DWG NO.
SHEET ID. SHEET NO.
12345678C-105.dwg
SCALE
BY
PERMIT SEAL
NO. DESCRIPTION
DATE
(YYYY-MM-DD)
BY APPD
DATE
(YYYY-MM-DD)
FIL
E: Z
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CIA
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PL
AT
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1:1
1:3
8 A
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CHECKED
DRAWN
DESIGNED
PROJECT
SHEET TITLE
025 mmSHEET SIZE ANSI DISC:
DRAWN
BY
DATE
(YYYY-MM-DD)
PROFILE NO.
ISSUED FOR PRELIMINARY APPROVAL
RGRCM2019-11-14ISSUED FOR PRELIMINARY APPROVAL0
2018-09-01RG
2018-07-09LH
2018-07-09RCM
007
SAMPLE SHEET
STORM SEWERS
SUBDIVISION
SEC: 22 - TWP: 22 - RGE: 01 - W 5th M
AND TEMPLATES
CONSTRUCTION DRAFTING STANDARDS
THE CITY OF CALGARY
C-105
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.
DEVELOPER'S
LOGO
*** C3D LABEL STYLE OVERRIDES DUE TO SPACE LIMITATIONS
- PROPOSED / FUTURE LABEL TEXT SIZE = 1.8 mm
- EXISTING LABEL TEXT SIZE = 1.5 mm
PIPE:
FUT STORM
(Plan Profile Section)
MTEXT:
STYLE: Proposed 1.8 Anno
LAYER: C-STRM-TEXT
S
A
M
P
L
E
FUT SD 200 PVC