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

:\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

05

.D

WG

| D

AT

E: T

hu

rsd

ay, D

ece

mb

er 0

5, 2

01

9 1

1:1

1:3

8 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

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