appendix a city of st. albert engineering standard … · 2020. 2. 14. · municipal engineering...

CITY OF ST. ALBERTENGINEERING STANDARD

DRAWINGSAPRIIL 2014

APPENDIX A

Municipal Engineering Standards Drawing Index

STANDARD DRAWINGS

Drawing No. Drawing Name

Revision (M/D/Y)

PDF Page No.

3.1 Depth of Cover & Vertical Separation Between Mains 04/23/14 6 3.2 9.0m Local (Residential) 02/25/15 7 3.3 11.0m Minor Collector (Residential & Commercial) 02/25/15 8 3.4

12.0m Major Collector (Residential & Commercial) 02/25/15 9

3.5 15.0m Undivided Arterial 02/25/15 10 3.6 20.5m Divided Arterial 02/25/15 11 3.7 Left Blank Intentionally 04/01/13 12 3.8 Left Blank Intentionally 04/01/13 13 3.9 Left Blank Intentionally 04/01/13 14 3.10 Cul-de-Sac Bulb – No Walkway 04/01/13 15 3.11 Cul-de-Sac Bulb – Monolithic Sidewalk 04/01/13 16 3.12 6.0m P.U.L. - Utility Easement 04/01/13 17 3.13 P.U.L. Section 04/01/13 18 3.14 Driveway Residential Crossing - 2 Car Garage (Max 7.5m) 04/15/15 19 3.15

Driveway Residential Crossing - 3 Car Garage (Max 7.5m) 04/15/15 20

3.16 Driveway Residential Crossing – For Small Lots (



Revision (M/D/Y)

PDF Page No.

3.29

Road Lines Template 04/01/13 36 3.30

Pedestrian Crosswalk and Stop Bar Detail 04/01/13 37

3.31

11.0m Wide Collector Zebra Stripe Crosswalk Detail 04/01/13 38 3.32

Arterial Zebra Stripe Crosswalk Detail 04/01/13 39

3.33

Stop Box Pavement Marking 04/01/13 40 3.34

Crosswalks at Signalized Intersections 04/01/13 41

3.35

Lane and Lead In Lines 04/01/13 42 3.36

Lateral Pavement Markings 04/01/13 43

3.37 Crosswalks at Intersections, With Pedestrian Actuated Signals 04/01/13 44

3.38 Crosswalks at Intersections, Midblock and T-Intersection with Pedestrian Flashers or Signs 04/01/13 45

3.39 Guide Lines 04/01/13 46 3.40 Continuity Lines 04/01/13 47 3.41 Spacing of Turn Arrows in Forced Left Turn Lane 04/01/13 48 3.42 Spacing of Turn Arrows in Forced Right Turn Lane 04/01/13 49 3.43

Spacing of Turn Arrows 04/01/13 50

3.44 Two Lane Exit Forced Right with Through Right Option 04/01/13 51 3.45 Two Lane Exit Only on Right 04/01/13 52 3.46 Pavement Edge Lines at Yields and Merge Entrances 04/01/13 53 3.47 Merging / Diverging Gore Details 04/01/13 54 3.48 Merge Area 04/01/13 55 3.49 Left Turn Bay Marking With Slab-on Island 04/01/13 56 3.50 Diverge Area Opposing Flow 04/01/13 57 3.51

Diverge Area Common Flow 04/01/13 58

3.52

Single Arrow 04/01/13 59 3.53

Double Arrow 04/01/13 60

3.54

Merging Arrow 04/01/13 61 3.55

Handicap Symbol 04/01/13 62

4.1

Extruded Concrete Sidewalk – Standard Detail 04/01/13 63 4.2 Typical Intersection Curb Ramp and Boulevard Ramp 04/01/13 64 4.3 Layout of Crosswalks and Ramps at Urban Intersections 04/01/13 65

4.4 Sidewalk Ramp for Wheelchairs and Bicycles on Corner (Type C) 04/01/13 66



Revision (M/D/Y)

PDF Page No.

4.5 Sidewalk Ramp for Wheelchairs or Bicycles on Corner (Type A) 04/01/13 67

4.6

Intersection Islands – Minimum Size 04/01/13 68 4.7

Left Blank Intentionally 04/01/13 69

4.8

Roll Face Curb and Gutter (Mountable) 04/01/13 70 4.9

150mm Standard Reverse Curb 250mm Gutter 04/01/13 71

4.10 200mm Standard Curb with 300mm Gutter – REHAB Only 04/01/13 72 4.11

200mm Standard Curb & 500mm Gutter 04/01/13 73

4.12 Standard Barrier Curb & Curb Crossing 04/01/13 74 4.13 Drop Curb 04/01/13 75 5.1 Typical Hydrant Connection & Valve Placement 05/13/15 76

5.2A 25mm Residential Water Service Connection (“CC”) 06/22/15 77 5.2B 50mm Residential Water Service Connection (“CC”) 06/22/15 78 5.2C Typical TVS Connection (Tapping Valve Sleeve) 05/13/15 79 5.3A Typical Service Location (6.5m boulevard) 06/12/15 80 5.3B Typical Service Connection (4.5m boulevard) 06/12/15 81 5.4 Typical Water Main Valve – TYPE A 06/22/15 82 5.5 Trenching Detail 04/01/13 83 5.6 Types of Pipe Bedding and Pipe Zone Backfill 04/01/13 84 5.7 Concrete Thrust Block Details for Water Mains 04/01/13 85 5.8 Augured Service (Residential) - Installation Details 04/01/13 86 5.9 Cathodic Protection for Watermain Fittings 04/01/13 87 5.10 Cathodic Protection for Hydrants 04/01/13 88 5.11 Cathodic Protection for Typical Water Service Connection 04/01/13 89 6.1 Standard 1200mm Diameter Manhole 10/03/14 90 6.2 Typical Perched Manhole for Pipes 600mm – 1050mm DIA 10/03/14 91 6.3 T-Riser Manhole 04/01/13 92 6.4 External Drop Manhole 04/01/13 93 6.5 Internal Drop Manhole 04/01/15 94 6.6 Sanitary Sewer Service with Riser 04/01/15 95 6.7 Floating Type Manhole Frame & Cover F-80 10/03/14 96

6.8 Floating Type Manhole Frame and Cover with Gasket Seal F-90 10/03/14 97

6.9 Standard F-39 Manhole Cover Plate 10/03/14 98



Revision (M/D/Y)

PDF Page No.

7.1 Typical 900mm Diameter Catch Basin with K-7 Frame and Cover 10/03/14 99

7.2 900mm Diameter Catch Basin with F-51 Two-Piece Frame & Cover 04/23/14 100

7.3 1200mm Diameter Catch Basin Manhole with F-38/F39 Frame and Cover 10/03/14 101

7.4 Typical Catch Basin Cover Details 04/01/13 102

7.5 K-7 Type Catch Basin 04/01/13 103 7.6 Typical Sump Pump Connection 04/01/13 104 7.7 Typical Clean Out 04/01/13 105

7.8A 3.0m Drainage Easement – Concrete Swale 500mm 06/12/15 106

7.8B 3.0m Drainage Easement – High Back Concrete Swale 750mm 06/12/15 107

7.8C 3.0m Drainage Easement – Concrete Swale 1000mm 06/12/15 108

7.9 Lot Grading 03/17/14 109 7.10 Typical Walk-Out Basement - Lot Grading 04/01/13 110 7.11 Cross Section for Storm Water Retention Lake 04/01/13 111 7.12 Wick Drain Connection to Catch Basin 04/01/13 112

WATERMAIN

PRIMARYPOWER

CABLE TVTELEPHONE

GAS

SANITARYSEWER

GAS

STORMSEWER

TYPICAL ROAD SECTION

ROADWAY

0.3 0.3

0.5 0.5

0.3 0.3

SANITARY STORM WATER

SANITARY STORM

WATER WATER

STORMSANITARY

MINIMUM DEPTH OF COVER

MINIMUM VERTICAL SEPARATION

NOTES1. ALL DIMENSIONS IN METRES.2. UNDER NORMAL CONDITIONS, WATER MAINS SHALL CROSS ABOVE SEWERS WITH A SUFFICIENT VERTICAL

SEPARATION TO ALLOW FOR PROPER BEDDING AND STRUCTURAL SUPPORT OF THE WATER AND SEWER MAINS.3. WHERE IT IS NECESSARY FOR THE WATERMAIN TO CROSS BELOW THE SEWER, THE WATERMAIN SHALL BE

PROTECTED BY THE FOLLOWING: i. A VERTICAL SEPARATION OF AT LEAST 0.5m FROM OUTER DIAMETER (O.D.) OF THE WATERMAIN PIPE CROWN

TO THE OUTER DIAMETER (O.D.) OF THE SEWER INVERT; ii. STRUCTURAL SUPPORT OF THE SEWER TO PREVENT EXCESSIVE JOINT DEFLECTION AND SETTLING; AND iii. CENTERING OF THE LENGTH OF WATERMAIN AT THE POINT OF CROSSING SO THAT THE JOINTS ARE

EQUIDISTANT FROM THE SEWER BEING CROSSED.

1.01.8

2.65

2.60

1.00.3

0.3

DD/MM/YY

DD/MM/YY Engineering Services

DD/MM/YY Engineering Municipal Standards

23/04/14

BOTTOM OF ROAD

WATERSANITARYSTORM

CROSSING DUCT

L.O.G.

MIN1.5

1.0

PRIMARYPOWER

CABLE TVTELEPHONE

FINISHED GROUND FINISHED GROUND

⅊⅊

1.0

SHALLOWSTORM

1.8

NOTES1. ALL DIMENSIONS IN METRES.2. THE MINIMUM DEPTH OF COVER FOR SANITARY, STORM AND WATER MAINS INDICATED ABOVE CONSIDER FROST

PROTECTION REQUIREMENTS ONLY.

3. THE DESIGNED DEPTH OF COVER FOR SANITARY, STORM AND WATER MAINS SHALL BE ENGINEERED WITHCONSIDERATION TO:

i. ADEQUATE DEPTH OF COVER FOR LOT SERVICES AT PROPERTY LINE.ii. OVERALL DEPTH OF COVER REQUIREMENTS FOR THE ENTIRE DEVELOPMENT AREA.iii. PIPE CROSSING CONFLICTS.

4. DIRECTIONAL DRILLING OF SHALLOW UTILITIES SHALL ADHERE TO THE DEPTH RANGE SPECIFIED FOR A ROADCROSSING DUCT.

9. SHALLOW STORM PIPES SHALL HAVE 1.8m MIN DEPTH OF COVER AND 2.9m MAX DEPTH OF COVER.

BETWEEN MAINS

PIPE CROWN

PIPE OBVERT (OBV)

PIPE INVERT (INV)

WHERE:

PIPE INNERDIAMETER (I.D.)

PIPE OUTERDIAMETER (O.D.)

WHERE:

LOG LOG

0.51.5 2.5

4.5 9.0

2.5 1.5 2.5

6.5

20.0

130mm PARABOLIC CROWN

WATER

MAIN

PRIMARY

POWER

CABLE TV

TELEPHONE

GAS

SANITARY

SEWER

SHALLOW

STORM

POWER

CABLE TV

TELEPHONE

1.0

2.0

1.25

3.0

R.O.W.

P

L L

P

F.O

.C

.

F.O

.C

.

LIGHT

STANDARD

HYDRANT

2.03.25

5.0

1.0

GAS

STORM

SEWER

2.0

1.5

2-4m UTILITY

R.O.W.

SEPARATE WALK (2% CROSSFALL)

NOTES:

50mm TYPE ACR ASPHALT SURFACE COURSE

75mm TYPE ACB ASPHALT BASE COURSE

250mm GRANULAR BASE COURSE

150mm MINIMUM PREPARED SUBGRADE

MINIMUM ROAD STRUCTURE

TYPICAL SECTION

SHALLOW

STORM

100mm WICK DRAIN, TIED TO CATCH BASIN

CURB & GUTTER

BACKFILL

300 mm

DD/MM/YY

DD/MM/YY

Engineering Services


31/03/2014

25/02/2015

CURB & GUTTER

BO

ULE

VA

RD

3%

SLO

PE

2-4m UTILITY

SEPERATE WALK

(2% CROSSFALL)

BO

ULE

VA

RD

3%

SLO

PE

1. ALL DIMENSIONS IN METRES, UNLESS OTHERWISE NOTED.

2. ALL ROAD STRUCTURES ARE SUBJECT TO THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT

AND THE FIELD CONDITIONS AT THE TIME OF CONSTRUCTION.

3. TRANSFORMERS AND SWITCHBOXES MUST BE LOCATED OUTSIDE OF THE SIGHT LINES AT

INTERSECTIONS, AND AS CLOSE TO PROPERTY LINES AS IS PRACTICABLE.

DD/MM/YY

DD/MM/YY



23/04/2014

25/02/2015

NOTES:


2. ALL ROAD STRUCTURES ARE SUBJECT TO THE RECOMMENDATIONS IN THE GEOTCHNICAL REPORT AND THE FIELD

CONDITIONS AT THE TIME OF CONSTRUCTIONS.

3. TRANSFORMERS AND SWITCHBOXES MUST BE LOCATED OUTSIDE OF SIGHT LINES AT INTERSECTIONS, AND AS CLOSE TO

PROPERTY LINES AS IS PRACTICABLE.

4. MOUNTABLE CURB AND GUTTER TO BE USED IN RESIDENTIAL DEVELOPMENTS WHERE DRIVEWAYS ARE PRESENT.

5. STRAIGHT FACE CURB AND GUTTER TO BE USED FOR COMMERCIAL DEVELOPMENTS.

0.5

1.5 2.5

4.511.0

2.51.5

2.5

6.5

22.0


WATER

MAIN

PRIMARY

POWER

CABLE TV

TELEPHONE

GAS

SANITARY

SEWER

SHALLOW

STORM

POWER

CABLE TV

TELEPHONE

1.0

2.0

1.25

3.0

P

L L

P

F.O

.C

.

F.O

.C

.

LIGHT

STANDARD

HYDRANT

2.03.25

5.0

1.0

GAS

STORM

SEWER

2.0

1.5


TYPICAL SECTION

SHALLOW

STORM

50mm TYPE ACO ASPHALT SURFACE COURSE






CURB & GUTTER

BACKFILL

300mm

R.O.W.

2-4m UTILITY

R.O.W.

2-4m UTILITY

CURB & GUTTER

BO

ULE

VA

RD

3%

SLO

PE

SEPERATE WALK

(2% CROSSFALL)

BO

ULE

VA

RD

3%

SLO

PE

0.5 1.5 2.5

4.5 12.0

2.5 1.5 2.5

6.5

23.0


WATER

MAIN

PRIMARY

POWER

CABLE TV

TELEPHONE

GAS

SHALLOW

STORM

SANITARY

SEWER

POWER

CABLE TV

TELEPHONE

1.0

2.0

1.25

3.0

F.O

.C

.

F.O

.C

.

LIGHT

STANDARD

HYDRANT

2.0

3.25

5.0

1.0

GAS

STORM

SEWER

2.0

1.5

TYPICAL SECTION






SHALLOW

STORM


CURB & GUTTER

BACKFILL

DD/MM/YY

DD/MM/YY



23/04/2014

25/02/2015

300mm

BO

ULE

VA

RD

3%

SLO

PE

R.O.W.

2-4m UTILITY

R.O.W.

2-4m UTILITY

BO

ULE

VA

RD

3%

SLO

PE


CURB & GUTTER

SEPERATE WALK

(2% CROSSFALL)

NOTES:


2. ALL ROAD STRUCTURES ARE SUBJECT TO THE RECOMMENDATIONS IN THE GEOTCHNICAL REPORT AND THE FIELD

CONDITIONS AT THE TIME OF CONSTRUCTIONS.

3. TRANSFORMERS AND SWITCHBOXES MUST BE LOCATED OUTSIDE OF SIGHT LINES AT INTERSECTIONS, AND AS CLOSE TO

PROPERTY LINES AS IS PRACTICABLE.

4. MOUNTABLE CURB AND GUTTER TO BE USED IN RESIDENTIAL DEVELOPMENTS WHERE DRIVEWAYS ARE PRESENT.

5. STRAIGHT FACE CURB AND GUTTER TO BE USED FOR COMMERCIAL DEVELOPMENTS.


15.0 2.0

37.0

2.01.0 1.56.5

POWER CABLE

7.25

4

:

1

3

:

1

0.50.5

1.5

1.0

7.25

6.51.5

1.5

POWER CABLE

4

:

1

3

:

1


0.5 0.5

ALL DIMENSIONS IN METRES, UNLESS OTHERWISE NOTED.2.

TRANSFORMERS AND SWITCHBOXES MUST BE LOCATED OUTSIDE OF SIGHT LINES AT INTERSECTIONS,1.

NOTES:

AND AS CLOSE TO PROPERTY LINES AS IS PRACTICABLE.

TYPICAL SECTION




BACKFILL


SCALE 1:10

HYDRANT IF REQUIRED

HYDRANT IF REQUIRED

BERM REQUIRED WHEN RESIDENTIAL BACKS ONTO ARTERIAL

CURB & GUTTER



CURB & GUTTER

DD/MM/YY

DD/MM/YY



300mm

BOULEVARD

3% SLOPE

SEPERATE WALK

(2% CROSSFALL)

5.0m

EASEMENT

5.0m

EASEMENT

8.0

2.0

45.0

2.01.0

1.5

7.75

POWER CABLE

8.5

4

:

1

3

:

1

1.00.5

1.5

1.0

8.5

7.75

1.5

0.501.0

1.5

PL L

P

SEPARATE WALK

POWER CABLE

4

:

1

3

:

1

4.58.0

SEPARATE WALK

2.5%

2.5%

7.75

2% CROSSFALL2% CROSSFALL

TOWARDS ROAD

TOWARDS ROAD

C

L

ALL DIMENSIONS IN METRES, UNLESS OTHERWISE NOTED.3.

TRANSFORMERS AND SWITCHBOXES MUST BE LOCATED OUTSIDE OF SIGHT LINES AT INTERSECTIONS,1.

NOTES:

AND AS CLOSE TO PROPERTY LINES AS IS PRACTICABLE.

TYPICAL SECTION

HYDRANT

BERM REQUIRED WHEN RESIDENTIAL BACKS ONTO ARTERIAL


CURB & GUTTER

CURB

& GUTTER

300mm GRANULAR BASE GRANULAR


ALL UNDERGROUND UTILITY ALIGNMENT TO BE APPROVED UNDER SEPARATE APPLICATION.2.




BACKFILL

CURB & GUTTER

DD/MM/YY

DD/MM/YY



300mm

5.0m

EASEMENT

BOULEVARD

3% SLOPE

BOULEVARD

3% SLOPE

5.0m

EASEMENT

DD/MM/YY



PR

OP

ER

TY L

INE

FAC

E O

F C

UR

B

PARARAMP LOCATED AT APPROXIMATEMID-POINT OF RETURN RADIUS (NOT TOCONFLICT WITH DRIVEWAY LOCATION)

MOUNTABLE CURB & GUTTER

20.0

9.0

ALL DIMENSIONS IN METRES.NOTES:1.

6.54.5

DD/MM/YY



R15.0(TYP.)

R12.0

ALL DIMENSIONS IN METRES.SIDEWALK TO END AT PROPERTY LINE PRIOR TO CURB RETURN.

2.

NOTES:1.

PR

OP

ER

TY L

INE

FAC

E O

F C

UR

B

T-BOLLARDS LOCATED AT BACK OFEASEMENT WHEN PUL PRESENT

WALKWAY OR TRAIL

PARARAMP LOCATED AT APPROXIMATEMID-POINT OF RETURN RADIUS (NOT TOCONFLICT WITH DRIVEWAY LOCATION)

MOUNTABLE CURB & GUTTER

20.0

9.0

DD/MM/YY



MONOLITHIC SIDEWALK

R15.0(TYP)

R12.0

CURB

SIDEWALK

UNIFORM FENCE

PLPL

FENCE

VARIES 6.0m

CURB

EA

SE

ME

NT

0.150 mP TO FENCE

SIDEWALK

UNIFORM

L

EA

SE

ME

NT

DD/MM/YY



VARIES

1.5mSIDEWALK

0.150 mP TO FENCEL

3.0m WALKWAYOR

2.5% MAX

2% CROSSFALL

1% MIN 2%

2%

2%

2.5% MAX

1% MIN

2%

PL PL

DD/MM/YY



VARIES VARIES0.5m 3.0m WALKWAY

OR1.5m WALKWAY

0.5mVARIES VARIES

VARIES

SECTION A-A

MOUNTABLE CURB

MIN. 75mm OF COMPACTED GRANULAR FILL

75

125

EXPANSION BOARD

EXPANSION BOARD

EXPANSION BOARD

MIN. 2%

DD/MM/YY

DD/MM/YY



24/04/2014

15/04/2015

DWELLING

GARAGE WIDTH

SIDEWALK

CITY PROPERTY

A

A

600

MIN 3000 TO 7500 MAX

600


1

1

TAPERED PORTION

ON CITY PROPERTY

OR 1:1

NOTES:

1. 30MPa CONCRETE IN 28 DAYS, SLUMP 25 TO 75, AGGREGATE SIZE 25 MAX, AIR ENTRAINMENT 5% TO 7%.

2. SIDEWALK CROSSFALL MIN. 2% TOWARDS THE ROAD UNLESS OTHERWISE AUTHORIZED.

3. NO DOWELING TO CURB OR SIDEWALK.

4. MAINTAIN MINIMUM CLEARANCE OF 1.25m FROM DRIVEWAY EDGE TO EDGE OF NEAREST STREET FURNITURE.

5. MAINTAIN MINIMUM CLEARANCE OF 1.5m FROM DRIVEWAY EDGE TO EDGE OF NEAREST TREE.

6. CALL CITY ENGINEERING SERVICES TO INSPECT APRON FORMS BEFORE CONCRETE POUR.

7. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE.

8. THE WIDTH OF TAPERED APRON ARE NOT TO EXTEND BEYOND THE PROJECTION OF SIDE PROPERTY AT CURB.

9. DRIVEWAYS CANNOT EXTEND INTO THE CUT CORNER OR CURB RETURN (BC/EC).

10. APRON MATERIAL MUST BE A POURED IN PLACE CONCRETE.

11. ASPHALT, PAVING STONES OR OTHER NON-POURED IN PLACE CONCRETE PRODUCTS WILL NOT BE PERMITTED FOR CITY APRONS.

12. THE CITY RESERVES THE RIGHT TO REPLACE APRONS AND DRIVEWAYS THAT FALL UPON CITY PROPERTY WITH STANDARD CONCRETE IF

INFRASTRUCTURE REPAIRS ARE REQUIRED.

MAXIMUM DRIVEWAY

WIDTH AT BACK OF

SIDEWALK IS THE

GARAGE WIDTH

OR 7.5m

WHICHEVER IS LESS

MINIMUM 1.35m

AT PROPERTY LINE

IT IS NOT ACCEPTABLE TO

EXTEND THE WALKWAY

PORTION OF THE DRIVEWAY

DIRECTLY TO THE BACK OF

THE SIDEWALK IF IT EXCEEDS

THE MAXIMUM DRIVEWAY

WIDTH.

PRIVATE PROPERTY

OPTIONAL

DRIVEWAY

EXPANSION

ON PRIVATE

PROPERTY

DRIVEWAY

APRON

SECTION A-A

MOUNTABLE CURB

MIN. 75mm OF COMPACTED GRANULAR FILL

75

125

EXPANSION BOARD

EXPANSION BOARD

EXPANSION BOARD

MIN. 2%

DD/MM/YY

DD/MM/YY



24/04/2014

15/04/2015

DWELLING

GARAGE WIDTH

MAXIMUM DRIVEWAY

WIDTH AT BACK OF

SIDEWALK IS

GARAGE WIDTH

OR 7.5m

WHICHEVER IS LESS

SIDEWALK

APRON

A

A

600


600


1

1

TAPERED PORTION

ON CITY PROPERTY

OR 1:1

CITY PROPERTY

NOTES:














MINIMUM 1.35m

AT PROPERTY LINE

IT IS NOT ACCEPTABLE TO

EXTEND THE WALKWAY

PORTION OF THE DRIVEWAY

DIRECTLY TO THE BACK OF

THE SIDEWALK IF IT EXCEEDS

THE MAXIMUM DRIVEWAY

WIDTH.

PRIVATE PROPERTY

OPTIONAL

DRIVEWAY

EXPANSION

ON PRIVATE

PROPERTY

OPTIONAL

DRIVEWAY

EXPANSION

ON PRIVATE

PROPERTY

DRIVEWAY

SECTION A-A

MOUNTABLE CURB

MIN. 75mm COMPACTED GRANULAR FILL

75

125

EXPANSION BOARD

EXPANSION BOARD

EXPANSION BOARD

MIN. 2%

A

A

DWELLING DWELLING

MIN. GAP 2.5m

1.25m 1.25m

600

Min 3000 to 5500 Max

600

600

600




DRIVEWAY DRIVEWAY

DD/MM/YY

DD/MM/YY



24/04/2014

15/04/2015

GARAGE WIDTH GARAGE WIDTH

MAXIMUM DRIVEWAY

WIDTH AT BACK OF

SIDEWALK IS

GARAGE WIDTH

OR 5.5m

WHICHEVER IS LESS

APRON APRON

SIDEWALK

NOTES:














MIN. GAP 2.5m

HYDRANT

M

I

N

.

1

.

2

5

m

M

I

N

.1

.

2

5

m

MAXIMUM DRIVEWAY

WIDTH AT BACK OF

SIDEWALK IS

GARAGE WIDTH

OR 5.5m

WHICHEVER IS LESS

LOT WIDTH LESS THAN 12.2mLOT WIDTH LESS THAN 12.2m

PLAN

DD/MM/YY

DD/MM/YY



13/08/2013

13/05/2015

A

A

SECTION A-A

NOTES:

1. 30MPa CONCRETE IN 28 DAYS, SLUMP 75 MAX, AGGREGATE SIZE 25 MAX, AIR ENTRAINMENT 5% TO 7%

2. TYPICAL BOULEVARD CROSSFALL IS 3% FROM TOC ELEVATION UP TO THE PROPERTY LINE ELEVATION UNLESS OTHERWISE NOTED.

3. COMMERCIAL CROSSING SHALL BE MIN. 180mm IN THICKNESS REINFORCED WITH 100 X 200 No. 6 STEEL WELDED WIRE MESH OR MIN.

10M REBAR SPACED @ 300mm O.C. IN BOTH DIRECTIONS.

4. EXISTING ROADWAY CURB AND GUTTER TO BE REMOVED & REPLACED WITH TAPER DROP CURB SECTIONS.

5. MAINTAIN MIN 1.5m CLEARANCE TO NEAREST STREET FURNITURE, FIRE HYDRANT, AND TREES.

6. COMMERCIAL CROSSING TO BE COMPLETED IN 2 POURS. FORM AND POUR THE CURB & GUTTER. INSTALL DOWELS AT THE

CONNECTIONS TO EXISTING CONCRETE CURBS. INSTALL EXPANSION BOARD BETWEEN THE CURB & GUTTER AND THE CONCRETE

APRON. POUR THE CONCRETE APRON. INSTALL EXPANSION BOARD AT THE CONNECTION TO THE EXISTING SIDEWALK (IF PRESENT).

7. COMMERCIAL CROSSING TO BE CONSTRUCTED USING CONCRETE FROM CURB LINE TO PROPERTY LINE AND ACCOMMODATE ANY

EXISTING SIDEWALK (IF PRESENT) WITH EXPANSION BOARDS.

8. MINIMUM 3.0m x 3.0m SQUARE JOINTS SAWCUT INTO CONCRETE.

P

L

PLAN

A

A

SAWCUT

EXISTING

CURB

PROVIDE

3 x 10M

REBAR

DOWELS

SAWCUT

EXISTING

CURB

PROVIDE

3 x 10M

REBAR

DOWELS

DD/MM/YY

DD/MM/YY



150mm

150mm

9.0m MIN

CO

NC

RE

TE

AP

RO

N

CURB TO MATCH EXISTING

P

L

1.5m SIDEWALK

150mm COMPACTED GRANULAR FILL

D

R

A

IN

A

G

E

P

L

SECTION A-A

DRAINAGE

WIDTH TO

MATCH AND MIRROR

EXISTING GUTTER

PAN

200

TYP.

25

TYP.

EXPANSION BOARD

6

0

1

8

0

1

5

0

CONCRETE OR

ASPHALT PAVEMENT

FOC = FACE OF CURB

BOC = BACK OF CURB

TOC = TOP OF CURB

LOG = LIP OF GUTTER

NOTES:

1. 30MPa CONCRETE IN 28 DAYS, SLUMP 75 MAX, AGGREGATE SIZE 25 MAX, AIR ENTRAINMENT 5% TO 7%.

2. TYPICAL BOULEVARD CROSSFALL IS 3% FROM TOC ELEVATION UP TO THE PROPERTY LINE ELEVATION UNLESS OTHERWISE NOTED.

3. COMMERCIAL CROSSING SHALL BE MIN. 180mm IN THICKNESS REINFORCED WITH 100 X 200 No. 6 STEEL WELDED WIRE MESH OR MIN.

10M REBAR SPACED @ 300mm O.C. IN BOTH DIRECTIONS.

4. EXISTING ROADWAY CURB & GUTTER TO BE REMOVED & REPLACED WITH MIRRORED CONCRETE GUTTER.

5. EXISTING ROADWAY CURB & GUTTER TO CONNECT TO CONCRETE APRON AS SHOWN.

6. MAINTAIN MIN 1.5m CLEARANCE TO NEAREST STREET FURNITURE, FIRE HYDRANT, AND TREES.

7. UNITS IN MILLIMETERS UNLESS OTHERWISE INDICATED.

8. COMMERCIAL CROSSING TO BE COMPLETED IN 2 POURS. FORM AND POUR THE CURB AND GUTTER. INSTALL DOWELS AT THE

CONNECTIONS TO EXISTING CONCRETE CURBS. INSTALL EXPANSION BOARDS. POUR THE CONCRETE APRON.

9. COMMERCIAL CROSSING TO BE CONSTRUCTED USING CONCRETE FROM ROADWAY TO PROPERTY LINE.

10. IF PRESENT, EXISTING SIDEWALK BETWEEN THE PEDESTRIAN RAMPS INSIDE THE CONCRETE APRON TO BE SAW CUT AND REMOVED.

11. MINIMUM 3.0m x 3.0m SQUARE JOINTS SAWCUT INTO CONCRETE.

5

.

0

m

R

5

.

0

m

R

BOC

FOC

SAWCUT AND REMOVE EXISTING SIDEWALK

1

5

0

150mm PREPARED SUBGRADE - 100% SPD

13/08/2013

STRAIGHT FACE CURB AND GUTTER

LOG

EXPANSION BOARD

13/05/2015

SQUARE OFF TRANSITION

MIN. 500mm WIDTH

30003000

7300

6.0m LANE

CL

1500

VARIES

LP

75 SAG (ROLLED F.C.)100 SAG (VERT F.C.)

DETAIL A

450

140 OR 200

40R=150

R=150

PL

DETAIL A

25

DROP CURB

50

150 x 150 STEEL MESH REINFORCING

50mm COMPACTED GRANULAR FILL

1:40SECTION A-A

50

NOTES:1. 30MPa CONCRETE IN 28 DAYS, SLUMP 75 MAX, AGGREGATE SIZE 25 MAX, AIR ENTRAINMENT 5% TO 7%2. SIDEWALK CROSSFALL TO 2% TOWARDS THE ROAD UNLESS OTHERWISE AUTHORIZED.3. LANE APRONS SHALL BE MINIMUM 150mm THICK WITH 150 x 150 NO. 6 STEEL MESH REINFORCEMENT CAN SUBSTITUTE

#10M OR BETTER REBAR @ 12" OC BOTH DIRECTIONS.4. EXISTING STANDARD CURB & GUTTER TO BE REMOVED AND REPLACED WITH TAPER AND DROP CURB SECTIONS.5. MAINTAIN MIN 1.5m CLEARANCE TO NEAREST STREET FURNITURE, FIRE HYDRANT, AND TREES.6. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED.

150

DD/MM/YY



EXPANSION BOARD

DD/MM/YY



NOTES:1. ALL DIMENSIONS IN MILLIMETERS.2. 30MPa CONCRETE IN 28 DAYS, SLUMP 25 TO 75, AGGREGATE SIZE 25 MAX, AIR ENTRAINMENT 5% TO 7%3. CONCRETE REINFORCED WITH #10M OR BETTER REBAR PLACED AT 100mm DEEP AND 300mm EACH WAY.4. 50 mm DEEP TRANSVERSE SAWCUTS TO BE MADE AT 3.0mm C-C AND CAULKED WITH AN APPROVED SEALANT ALONG

LIP OF GUTTER. (OR CONTRACTION JOINT DURING INSTALLATION.)

EXPANSION BOARD

2% 100

150

1253%

EXPANSION BOARD

250 150150 STANDARD REVERSE CURB & GUTTER

1500SIDEWALK3500

ROADWAY

200mm PREPARED SUBGRADE

200mm CONCRETE 30MPa

BUS BAY

A

SIDEWALK

A

PLAN

SECTION A-A

MATCH AND MIRROR EXISTING GUTTER

GUTTERCURB

10M BAR

2.2m

125

2.0% X-FALL

STANDARD MONOWALK

SECTION A-ASCALE: NTS

EXPANSION BOARD

5050mm COMPACTEDGRANULAR FILL TO

98% S.P.D.

CURB & GUTTER

2.2m

3.5m

A

A

BUS PAD(USE FOR BUS SHELTER

IF REQUIRED)

DD/MM/YY



NOTES:1. 30MPa CONCRETE IN 28 DAYS, SLUMP 75 MAX, AGGREGATE SIZE 25 MAX, AIR

ENTRAINMENT 5% TO 7%2. UNITS IN MILLIMETERS UNLESS OTHERWISE INDICATED.

125

2.0% X-FALL

1.5m

SECTION A-A

SCALE: NTS

2.5m

STOP AND SHELTER PAD

SIDEWALK

50

75

GRANULAR SUBGRADE

COMPACTED TO 98% S.P.D.

10M REBAR

EXPANSION BOARDS

CURB

A

A

2.5m

5.0m

BUS STOP PAD

DD/MM/YY

DD/MM/YY



NOTES:

1. 30MPa CONCRETE IN 28 DAYS, SLUMP 75 MAX, AGGREGATE SIZE 25 MAX, AIR ENTRAINMENT 5% TO 7%.

2. CONTRACTION JOINTS ARE TO BE PROVIDED AT A MINIMUM 3.0m SPACING.

3. UNITS IN MILLIMETERS UNLESS OTHERWISE INDICATED.

4. THE DEVELOPER IS RESPONSIBLE TO INSTALL BUS SHELTERS UPON ARTERIAL ROADS.

5. THE DEVELOPER IS RESPONSIBLE TO INSTALL BUS SHELTERS UPON COLLECTOR ROADS ADJACENT TO MULTI-FAMILY SITES.

6. CITY OF ST. ALBERT BRANDING STAMP TO BE PLACED IN THE CORNER AT THE BUS STOP PAD (AS SHOWN). THE EDGE OF THE

STAMP IS TO BE LOCATED 80mm FROM THE EDGE AT THE BUS STOP PAD AND 80mm FROM THE BOC. APPLY A RELEASING

AGENT TO THE SURFACE OF THE CONCRETE WHEN APPLYING THE BRANDING STAMP.

7. BUS STOP BENCH MUST BE ANCHORED TO THE CONCRETE PAD.

8. THE FRONT EDGE OF BUS STOP BENCH MUST BE SET BACK A MINIMUM 1.5m FROM THE FACE OF CURB AND ANGLED TO FACE

DIRECTION OF TRAVEL. THE REAR EDGE OF THE BUS STOP BENCH MUST NOT EXTEND ONTO THE SIDEWALK.

9. THE FRONT EDGE OF THE BUS STOP SHELTER MUST BE SET BACK A MINIMUM OF 1.0m FROM THE FACE OF CURB. THE REAR

EDGE OF THE BUS STOP SHELTER (INCLUDING ANCHOR PLATE) MUST NOT EXTEND ONTO THE SIDEWALK.

10. THE OPENING OF THE BUS STOP SHELTER MUST DIRECT USERS TO THE SIDEWALK.

11. ADVERTISEMENTS UPON BUS STOP BENCHES AND SHELTERS ARE NOT PERMITTED WITHOUT WRITTEN CONSENT FROM THE

CITY OF ST. ALBERT TRANSIT DEPARTMENT.

01/10/2013

VEHICLE DIRECTION OF TRAVEL

FOC

BOC

0.5m - 2.5m

80

B

E

N

C

H

9.0m

BUS SHELTER PAD

4.0m

80

BUS STOP

SIGN POST

50-150

750

12/03/2015

SHELTER

3.0% X-FALL

125

2.0% X-FALL

1.5m

SECTION A-ASCALE: NTS

2.5mBUS PAD

SIDEWALK

5050mm

COMPACTED GRANULARFILL AT 98% S.P.D. 10M BAR

(TYP.)

EXPANSION BOARDS

CURB & GUTTER

A

A

2.5m 5.0m

BUS STOP PAD

DD/MM/YY



NOTES:1. 30MPa CONCRETE IN 28 DAYS, SLUMP 75 MAX, AGGREGATE SIZE 25 MAX, AIR ENTRAINMENT 5% TO 7%2. UNITS IN MILLIMETERS UNLESS OTHERWISE INDICATED.3. CITY OF ST. ALBERT BRANDING STAMP TO BE PLACED IN THE CORNER AT THE BUS STOP PAD (AS SHOWN). THE EDGE OF THE STAMP IS

TO BE LOCATED 80mm FROM THE EDGE AT THE BUS STOP PAD AND 80mm FROM THE BOC. APPLY A RELEASING AGENT TO THESURFACE OF THE CONCRETE WHEN APPLYING THE BRANDING STAMP.

01/10/2013

VEHICLE DIRECTION OF TRAVEL

FOC

BOC

80mm80mm

BENC

H

1 3/4" (44.45mm)

900m

m

WASHER NYLOC STYLE

LOCKING NUT

SIGN BOARD

NOTE:

ALL FASTENING HARDWARE

MUST HAVE NON-CORROSIVE

COATING

SIGN BOARD FASTENING DETAIL

SIDEWALK OR PATH

1.0m

min 2.0m

1.0m

SIDEWALK

X

ACTUAL INCH & MILLIMETER SIZES

1.75"

2.00"

2.25"

2.50"

WALL

0.105"

44.45mm

50.80mm

57.15mm

63.50mm

2.667mm

1.875" 47.50mm

3/8" GALVANIZED STEEL

CONCRETE

2" OM, 1 3/4" IM GALVANIZED STEEL

APPROVED POSTS AND HARDWARE:

GROUND & CONCRETE MOUNT:

- TELESPAR.

- SQUARE FIT.

- EACH SIGN INSTALLATION REQUIRES

A POST, BASE, AND BASE SLEEVE.

1/2 X or 1.0m FROM FACE OF

CURB, WHICH EVER IS LESS

CONCRETE

POST INSTALLATION DETAIL

GROUND

POST INSTALLATION DETAIL

EXISTING GROUND

1 3/4" GALVANIZED STEEL

TELESPAR POST

DD/MM/YY

DD/MM/YY



max 3.0m

min 2.0m

max 3.0m

min 2.0m

max 3.0m

10" (254mm)

TELESPAR. WITH 7/16" HOLES EVERY

INCH ON THE FULL LENGTH ON ALL

4 SIDES OF THE SQUARE POST

SQUARE BASE PLATE

8" (203.2mm)

7" (177.8mm)

3/8" (9.53mm)

5/8" (15.88mm)

NOTES:

1) WHERE AVAILABLE, MOUNT SIGNS TO EXISTING STREET POLES.

2) OTHER THAN PARKING/STOPPING RESTRICTION SIGNS, MOUNT SIGNS

PERPENDICULAR TO THE ROADWAY.

3) DO NOT INSTALL POSTS WITH BREAKAWAY DEVICES UNLESS DIRECTED

BY THE CITY.

4) STEEL BANDING IS TO BE USED TO SUPPORT THE BRACKET AND HOLD

THE SIGN THAT IS TO BE MOUNTED.

5) USE "U'" SHAPED BRACKETS (PART UB021).

150mm x 150mm DARK COLORED RECYCLED PLASTIC BOLLARD

1.0

CONCRETEBACKFILLED WITH

AUGER HOLE 1.0

75 m

m 75m

m

GROUND LINE

BOLLARDS LAYOUT FOR END OF THE ROAD STRUCTURE

SID

EW

ALK

SID

EW

ALK

PR

OP

ER

TY L

INE

PR

OP

ER

TY L

INE

WA-8

2400

WA-8

75mm WIDE RED REFLECTIVE TAPE



15/01/14DD/MM/YY

2.02.5 2.0 2.0 2.5 2.52.52.5 2.0

4.5 9.0 6.5

NOTES:1. ALL UNITS IN METRES UNLESS NOTED OTHERWISE.2. BOLLARD SPACING MEASURED ON CENTRE OF BOLLARDS.3. A BOLLARD AND THE WARNING SIGN ARE TO BE PLACED AT THE CENTER LINE OF THE ROADWAY.4. BOLLARDS ARE TO BE SET PLUMB.5. THE TOP OF BOLLARD ELEVATION SHOULD BE CONSISTENT ALONG A SET OF BOLLARDS.

CL

TOP OF BOLLARD ELEVATION

NOTES1. ALL UNITS IN METRES UNLESS OTHERWISE NOTED.2. POSITION BOLLARDS MINIMUM 1.0m BEHIND UTILITY EASEMENT.3. CAN BE USED WITH 1.5m WALK OR NO SIDEWALK4. MAXIMUM WIDTH OF PUBLIC WORKS MAINTENANCE EQUIPMENT IS 73".5. BOLLARDS ARE TO BE SET PLUMB.6. THE TOP OF BOLLARD ELEVATION SHOULD MATCH ONE ANOTHER.

1.751.75

2.252.25

6.0m P.U.L.

PR

OP

ER

TY L

INE

PR

OP

ER

TY L

INE

1.0

2-4m (TYP.)UTILITY

EASEMENT

PLAN

DD/MM/YY



08/04/2014

1.0

CONCRETEBACKFILLED WITH

AUGER HOLE 1.0

75m

m 75m

m

GROUND LINE

75mm WIDEWHITE REFLECTIVETAPE

150mm x 150mm DARK COLOREDRECYCLED PLASTIC BOLLARD

DETAIL

SIDEWALK

1.5mCONCRETE WALK

TOP OF BOLLARD ELEVATION

2.5

GAP2.35

(92.5")

STYLE OF LINE DIMENSION (m) NAME/USE/COLOR

SOLID

BROKEN

DENSEBROKEN

WIDESOLID

WIDEBROKEN

DOUBLESOLID

SIMULTANEOUSSOLID AND

BROKEN

DOUBLEBROKEN

10cm

10cm 6m

3m

10cm 0.5m

0.05m

20cm

20cm 3.0m

3.0m

10cm

10cm

10cm

10cm 3m 6m 3m

10cm10cm

10cm 3m 6m 3m

-EDGE LINES (WHITE OR YELLOW)-DIRECTIONAL DIVIDING LINES (YELLOW)-LANE LINES PROHIBITING LANE CHANGES (WHITE)

-LANE LINES (WHITE)

-GUIDE LINES (eg. INTERSECTION MOVEMENTS) YELLOW OR WHITE.

-EDGE LINES IN CRITICAL AREAS (WHITE ON THE RIGHT, YELLOW ON THE LEFT)-CONTINUITY LINES PROHIBITING LANE CHANGES (WHITE)

-CONTINUITY LINES IN MERGING AND DIVERGING AREAS-FORCED TURN LANE (LANE ENDING)

-DIRECTIONAL DIVIDING LINES (YELLOW)-LANE LINES WHERE LANE CHANGES FROM EITHER SIDE ARE PROHIBITED (WHITE)

-DIRECTIONAL DIVIDING LINES, TWO-WAY LEFT TURN LANES (YELLOW)-LANE LINES WHERE LANE CHANGES FROM ONE SIDE ARE PROHIBITED (WHITE)

-REVERSIBLE LANES (YELLOW)

DD/MM/YY



10cm

SIDEWALK

FACE OF CURB

SIDEWALK

FACE OF CURB

MIN 0.65m FROM FOC

10cm WHITE CROSSWALKLINE10cm YELLOW CENTERLINE

MIN 1.0m

30cm WHITESTOP BAR LINE

NOTES:

1. INLAID TRANSVERSE MARKINGS ARE TO BE MINIMUM 8mm DEEP2. YELLOW CENTER LINE IS TO BE CARRIED TO THE BACK CROSSWALK LINE3. THE STOP BAR IS TO BE PLACED PERPENDICULAR TO THE ROADWAY -

MINIMUM DISTANCE TO THE CROSSWALK IS 1.0m

MIN.3.0m

DD/MM/YY



30cm

60cmLIP OF GUTTER

CURBFACE

CENTRE OF ROAD

3m

1.80m 1.85m 1.85m 1.85m 1.85m 1.80m

5.50m 5.50m

11.0m

LIP OF GUTTER

CURBFACE

DD/MM/YY



60cm

30 cm

70cm

EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL

CENTRE OF ROAD

SECONDARY LINE SECONDARY LINE

LIP OFGUTTER

CURBFACE

70cm

RIGHT TURN CUT-OFF

DD/MM/YY



1.0 2.0

3.0

6.0

1.02.0

3.0

6.0

NOTES:1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE NOTED.2. ENTERING LANE LINES ARE 1.0m OFF OF ZEBRA BARS.3. ENTERING YELLOW CENTER LINE IS 1.0m OFF OF ZEBRA BARS.4. EXITING LANE LINES ARE 2.0m OFF OF ZEBRA BARS.5. EXITING YELLOW CENTER LINE IS 1.0m OFF OF ZEBRA BARS.

MIN 6m

30cm STOP LINE

NOTES:1. LENGTH OF STOP BOX TO BE DETERMINED BY TURNING TEMPLATES2. IF LANE LINES ARE 10cm WIDE, THEN THE LINE (RIGHT SIDE) OF THE PENALTY BOX SHALL BE

10cm FROM BACK STOP BAR TO CROSSWALK.3. IF IT IS A TURN LANE, THE LANE LINES SHALL BE 20cm WIDE AND THE LINE (RIGHT SIDE) OF

THE PENALTY BOX SHALL BE 20cm FROM BACK STOP BAR TO CROSSWALK.4. A 3.0m LANE LINE (20cm OR 10cm) SHALL RUN DIRECTLY OFF OF THE BACK STOP BAR.

THEREFORE, TOTAL DISTANCE OF SOLID LINE FROM CROSSWALK TO FIRST GAP OF LANELINES PRIOR TO THE PENALTY BOX IS A MINIMUM OF 9.0m.

30cm STOP LINE

YC

LY

CL

10cm CROSSWALK (MIN. 3.0m WIDE)10

cm O

R 2

0cm

LA

NE

LIN

E

DD/MM/YY



10cm CONTINUITY LINE OR 20cm CONTINUITY LINE

10cm PENALTY BOX

5.5m min

3.0m

1.0m min

GORE STOPS AT CROSSWALK

3.0m

DD/MM/YY



NOTES:1. LANE LINES STOP AT STOP BARS.2. CROSSWALK LINES RUN TO THE CURB.

MINORCOLLECTOR

30m MIN

MAJORCOLLECTOR

ARTERIAL

ARTERIAL

30m MIN

LANE LINE - LEAD-INON MAJOR COLLECTOR

DIRECTIONAL DIVIDING LINELEAD-IN ON MINOR COLLECTOR

DD/MM/YY



YY

Y

4

1

1

1

11

2

3

3

3

3

3

3

Y

16.0

4.65

6.0

FULL

Y S

IGN

ALI

ZED

INTE

RS

EC

TIO

N

MID

-BLO

CK

PE

DE

STR

IAN

CR

OS

SIN

G

PE

DE

STR

IAN

AC

TIV

ATE

D S

IGN

ALI

ZED

INTE

RS

EC

TIO

N

3

2

DD/MM/YY



1.0

2.0

3.0

6.0

1.0

2.0

3.06.0

NO

TES

:1.

ALL

DIM

EN

SIO

NS

AR

E IN

ME

TRE

S U

NLE

SS

OTH

ER

WIS

E N

OTE

D.

2.E

NTE

RIN

G L

AN

E L

INE

S A

RE

1.0

m O

FF O

F ZE

BR

A B

AR

S.

3.E

NTE

RIN

G Y

ELL

OW

CE

NTE

R L

INE

IS 1

.0m

OFF

OF

ZEB

RA

BA

RS

.4.

EX

ITIN

G L

AN

E L

INE

S A

RE

2.0

m O

FF O

F ZE

BR

A B

AR

S.

5.E

XIT

ING

YE

LLO

W C

EN

TER

LIN

E IS

1.0

m O

FF O

F ZE

BR

A B

AR

S.

SIGNAL POLE

MIN. 3.0m

16.0m

4.65m MIN

CROSSWALK

STOP BAR

STOP BAR

16.0m

16.0m

STOP BAR

STOP BAR

STOP BAR

STOP BAR

4.65m MIN

16.0m

NOTES:1. LANE LINES RUN UP UNTIL THE STOP BAR

AND EXIT OUT OF THE CROSSWALK.2. CENTER LINE RUNS UP TO THE FRONT

CROSSWALK.

SCENARIO 1:

SCENARIO 2:

SCENARIO 3:

DD/MM/YY



SIGNAL POLE

DD/MM/YY



10cm YELLOW GUIDE LINELINE/GAP RATIO 0.5:0.5 20cm WHITE CONTINUITY LINE

LINE/GAP RATIO 3:3

10cm WHITE GUIDE LINELINE/GAP RATIO 0.5:0.5

20cm WHITE CONTINUITY LINELINE/GAP RATIO 3:3

DD/MM/YY



5.5m

5.5m

5.5m

20cm WHITECONTINUITY LINE 3:3 CONTINUITY LINE

NOT REQUIRED

20cm WHITECONTINUITY LINE3:3

20cm WHITECONTINUITY LINE 3:3

20cm WHITECONTINUITY LINE

3:3

CONTINUITY LINENOT REQUIRED

DD/MM/YY



10cm WHITE GORE LINE

10cm WHITE LANE LINE 3:6 60m

30m

10cm WHITE LANE LINE 3:6

80m 30m


20cm WHITE BROKEN LINE 3:3

80m 30m

SPEED LIMITS OF 60 km/h OR LESS

SPEED LIMITS OF 70 km/h TO 90 km/h

SPEED LIMITS OF 100 km/h OR GREATER

120m

260m

DD/MM/YY



CENTERLINE OF ROAD

CENTERLINE OF ROAD

CENTERLINE OF ROAD



CURB FACE

CURB FACE

CURB FACE



60m

30m

20 cm WHITE BROKEN LINE 3:3

80 m 30 m

10 cm WHITE LANE LINE 3:6

20 cm WHITE BROKEN LINE 3:3

80 m 30 m

SPEED LIMITS OF 60 km/h OR LESS

SPEED LIMITS OF 70 km/h TO 90 km/h

SPEED LIMITS OF 100 km/h OR GREATER

120 m

260 m

DD/MM/YY



CENTERLINE OF ROAD

CURB FACE


CENTERLINE OF ROAD

CURB FACE

CENTERLINE OF ROAD

CURB FACE

20cm

WH

ITE

BR

OK

EN

LIN

E 3

:3

30m

80m

120m

AD

DIT

ION

AL

AR

RO

WS

SH

OU

LD B

EA

DD

ED

AT

120

m IN

TER

VA

LS T

O A

MA

XIM

UM

OF

4 A

RR

OW

S IN

TO

TAL

40m

20 c

m W

HIT

E B

RO

KE

N L

INE

3:3

LAN

E C

HA

NG

E A

RR

OW

RE

QU

IRE

D F

OR

FO

LLO

WIN

G

-LE

FT O

R R

IGH

T LA

NE

DR

OP

-ME

RG

E L

AN

E G

RE

ATE

R T

HA

N 2

00 m

-DO

UB

LE L

AN

E E

NTR

Y-U

NP

RO

TEC

TED

TU

RN

LA

NE

-WH

EN

A T

HR

OU

GH

LA

NE

BE

CO

ME

S A

TU

RN

LA

NE

DD/MM/YY



10cm WHITE EDGE LINE

10cm WHITE SOLID LINE


10cm WHITE SOLID LANE LINESTARTING AT BEGINNING OFCURVE

CONTINUITY LINE LENGTHAND NUMBER OF ARROWS

TRAVELTIME(sec)

ROADWAYSPEED LIMIT

(km/h)

CONTINUITYLINE LENGTH

(m)

NUMBEROF

ARROWS

ARROWSPACING AT

(m)

448881212

5060708090100110

6060140140140260260

1122233

404040, 8040, 8040, 8040, 80, 12040, 80, 120

FOR SPEEDS ABOVE 100 km/h OR 110 km/h ADDITIONAL ARROWSMAY BE ADDED IF SPACE IS AVAILABLE AT 120m

20cm WHITE CONTINUITY LINE 3:3


40m

80m

120m

SEE TABLEFOR


DD/MM/YY



CONTINUITY LINE LENGTHAND NUMBER OF ARROWS

TRAVELTIME(sec)

ROADWAYSPEED LIMIT

(km/h)


(m)

NUMBEROF

ARROWS

ARROWSPACING AT

(m)

448881212

5060708090100110

6060140140140260260

1122233

404040, 8040, 8040, 8040, 80, 12040, 80, 120

FOR SPEEDS ABOVE 100 km/h OR 110 km/h ADDITIONAL ARROWSMAY BE ADDED IF SPACE IS AVAILABLE AT 120m

SEE TABLEFOR


10 m

10m


10cm YELLOW EDGE LINE



20cm WHITE LINE

10cm DOUBLE WHITE SOLID LANE LINEBEGINNING AT TAIL END OF FIRST SETOF ARROWS

10cm YELLOWEDGE LINE

20cm WHITEGORE LINE

40m

80m

120m

20cm WHITE CONTINUITY LINE 3:3


10cm WHITE EDGE LINE10cm WHITE BROKEN LINE 3:6

DD/MM/YY



10 cm WHITE EDGE LINE

4 SECONDS OFTRAVEL TIME

AT SPEED LIMIT


4 SECONDS OFTRAVEL TIME

AT SPEED LIMIT 10 m


10 m10 m

10 m

END OF TAPER END OF TAPER

10 cm WHITE SEPARATION 3:6

10 cm YELLOW EDGE LINE

20 cm WHITE CONTINUITYLINE LINE/GAP RATIO 3:3


DD/MM/YY



TRANSITION POINT(TYP.)

10mSPACING

10m

1.25m

10cm SOLID EDGE LINE

DIVERGING GORE DETAIL

0.50m

MERGING GORE DETAIL

10cm SOLID EDGE LINE

DD/MM/YY



10 m

10 c

m W

HIT

E E

DG

E L

INE

EN

D O

F TA

PE

R

4 S

EC

ON

D O

F TR

AV

EL

TIM

E A

T S

PE

ED

LIM

IT

5.5

m

10 m

20 c

m W

HIT

E E

DG

E L

INE

10 c

m W

HIT

E E

DG

E L

INE

10 c

m W

HIT

E E

DG

E L

INE

ED

GE

LIN

E IF

RE

QU

IRE

D

DD/MM/YY



TRA

NS

ITIO

N P

OIN

T

20 c

m W

HIT

E L

AN

E L

INE

S 3

:3

10cm

SO

LID

ED

GE

LIN

E

1.25m

10m

20cm

CO

NTI

NU

ITY

LIN

E 3

:3

10cm

BR

OK

EN

LIN

E 3

:6

10cm

YE

LLO

W C

L

DD/MM/YY



10m10m

Y

Y

CE

NTR

E L

INE

DD/MM/YY



ED

GE

LIN

E IF

RQ

UIR

ED

10m

TO B

EG

INN

ING

OF

20 c

m E

DG

E L

INE

10m

GO

RE

AR

EA

10m

5.5m

20cm

CO

NTI

NU

ITY

LIN

E 3

:3

10cm

WH

ITE

ED

GE

LIN

E

DD/MM/YY




75cm 75cm

30cm

38cm

210c

m

30cm

76cm

300c

m

285c

m

225c

m60

cm

30cm

75cm

75cm

DD/MM/YY

DD/MM/YY

30cm

75cm 75cm

76cm

75cm

75cm

32cm38cm

210c

m120cm

30cm

30cm

328c

m

415c

m

30cm

DD/MM/YY



30cm

114cm

30cm

128c

m

38cm

44cm

64cm

285c

m

395c

m

30cm

DD/MM/YY



R10

5210

10

23

4.8

10

36

4°

37

27

15 7

38

10

822

2

2

DD/MM/YY



NOTES:1. ALL DIMENSIONS IN CENTIMETERS.

A

A

DETAIL #1

SLOPEDSURFACE

SLOPEDSURFACEMAXIMUM 6.0%

1.5 1.5MINIMUM

RAMPMINIMUM

RAMPSECTION A-A

100mm LINE

100mm LINE300mm LINE

0.6

1.0

2.5m MINIMUM (4.0m DESIRABLE)

DETAIL SHOWINGCROSSWALK DIMENSIONS

R=1.5

R=1.5 R=1.5

R=1.5

R=12R=12

R=3.0

R=60R=60

1.5m SIDEWALK1.5m SIDEWALK

1.5m SIDEWALK1.5m SIDEWALK

SEE DETAIL 2DETAIL #2

1:250

N.T.S.

1:500

TOP OF CURB

10cm X 3m WIDTH 10cm X 3m WIDTH WHITE THERMOPLASTIC

DD/MM/YY



NOTES:1. SIDEWALK RAMPS MUST PROVIDE ACCESS DIRECTLY TO

CROSSWALKS.2. THE SECTION OF CURB RAMP TYPE OS DEPENDANT ON THE

LOCATION OF THE CROSSWALK RELATIVE TO THE CURB FACE.WHERE THE CURB RETURN RADIUS IS GREATER THAN OREQUAL TO 4.0m, ONE TYPE 2 RAMP CAN BE USED. WHERE THECURB RETURN RADIUS IS LESS THAN 4.0m, TYPE 1 RAMPS AREREQUIRED.

3. WHERE CROSSWALKS ARE CONTROLLED BY SIGNALS WITH APUSH-BUTTON SYSTEM, THE SIDEWALKS AND RAMPS MUSTALLOW ACCESS BY WHEELCHAIR TO THE PUSH-BUTTON.

4. REFER TO DRAWINGS 4.6 & 4.7 FOR DETAIL OF TYPE 1 ANDTYPE 2 RAMPS.

5. ON A SHARP CORNER WHERE TWO TYPE 1 RAMPS ARE BEINGUSED, THE SLOPE ON THE FLARED AREAS CAN BE LESS THANTHE 8% MAX SLOPE SHOWN. THIS WILL PROVIDE A SMOOTHERSIDEWALK FOR GENERAL USE, ESPECIALLY FOR PEDESTRIANSWHO ARE NOT USING THE CROSSWALK.

6. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED.

FACE OFCURB

LIP OFGUTTER

3.5mLANES

SEEDETAIL 1

SIDEWALKSURFACE

SLOPEDSURFACE

MAXIMUM 6.0%

200

20025

300

75

100

ROD AT TIE-INS

75

100

150

25

300

EXTR

UD

ED

SEC

TIO

N

STANDARD BARRIER CURB

CURB CROSSING BARRIER CURB

FINISHED GRADE

12.5M REINFORCING

12.5M REINFORCINGRODS AT TIE-INS

NOTES:

1. ALL DIMENSIONS ARE IN MILLIMETRES.2. 30 MPa CONCRETE IN 28 DAYS, SLUMP 25 TO 75,

AGGREGATE SIZE 25 MAX, AIR ENTRAINMENT 5%-7%.

12.5M REINFORCING ROD AT 2000 ON CENTRE

12.5M REINFORCING ROD AT 2000 ON CENTRE

TOP OF SUBGRADE

TOP OF SUBGRADE

ROAD STRUCTURE

ROAD STRUCTURE

DD/MM/YY



15R

180

75

265

75

200 MAX.150 MIN.

FINISHED GRADE

50R75

375

75

EXTR

UD

ED

SEC

TIO

N

75

EXTR

UD

ED S

ECTI

ON

15RF.

O.C

.

L.O

.G.

DROP CURB

NOTES:

1. ALL DIMENSIONS ARE IN MILLIMETRES.2. 30 MPa CONCRETE IN 28 DAYS, SLUMP 25 TO 75,

AGGREGATE SIZE 25 MAX, AIR ENTRAINMENT 5%-7%.

DD/MM/YY



15R

25

200

10

250150

25

215

25

4%

B.O

.C.

L.O.G.

T.O.C.

900

CONCRETE THRUST BLOCK

A

VALVE

DRAINAGE PIT

SECTION A-A

150

GATE VALVE

WATER MAIN

CONCRETE THRUST BLOCK

A

NOTE: 5.5 KG ZINC ANODE REQUIRED

SEE DRAWING 5.10 CATHODIC PROTECTION

TYPE 'A' VALVE FOR

POLYETHYLENE

6 MIL

MECHANICALLY

CONNECTED

HYDRANT DRAIN

2%

HYDRANT

PRECAST CONCRETE PAD

CONCRETE THRUST

BLOCK

CONCRETE THRUST

BLOCK

OVER GRAVEL

TO HYDRANT

DD/MM/YY

DD/MM/YY



NOTES:

1. THE HYDRANT SHALL BE PLACED ON A PRECAST 600 x

600mm x 150 REINFORCED SULFATE-RESISTANT

CONCRETE PAD OR A PRECAST 600 x 600 x 300

UNREINFORCED CONCRETE PAD.

2. A PIT FOR DRAINAGE 900 WIDE x 450mm LONG x 450 DEEP

SHALL BE EXCAVATED AT THE FOOT OF THE HYDRANT

3. THE SPACE AROUND THE BARREL AND 150mm ABOVE THE

HYDRANT DRAIN SHALL BE FILLED WITH WASHED ROCK.

4. 6MiL POLYETHYLENE SHALL BE PLACED OVER THE TOP OF

THE WASHED ROCK TO PREVENT THE VOIDS FROM BEING

FILLED WITH CLAY.

5. BOTTOM OF HYDRANT FLANGE TO BE MINIMUM 50mm

ABOVE TOP OF SIDEWALK FOR MAINTENANCE SERVICE.

6. IN HIGH WATER TABLE AREAS ENSURE HYDRANT COMES

WITH DRAIN PLUG AND PLUG IS INSTALLED.

7. IF DRAIN PLUG IS INSTALLED; MARK HYDRANT WITH A

50mm x 50mm BLUE SQUARE ON HYDRANT BODY, VISIBLE

FROM ROAD.

450

450

350+/-

50mm

PLAN

PLUMPER PORT FACING

THE ROADWAY

13/05/15

CAST IRON VALVE BOX

HARD SURFACE

TYPE 'C' VALVE FOR

LANDSCAPED SURFACE

VALVE STEM COMPLETE

WITH ROCK GUARD

DD/MM/YY

DD/MM/YY



P

L

GOOSE NECK

SIDEWALKC

OV

ER

M

IN

.

PIPE MATERIAL NOTES:

1. FOR 25mm PIPE DIAMETERS - USE TYPE K COPPER, PEXa

(CROSS LINKED POLYETHYLENE), PEX-AL-PEX OR ACCEPTED

ALTERNATE.

2. FOR 50mm PIPE DIAMETERS - USE TYPE K COPPER PIPE OR

ACCEPTED ALTERNATIVE.

3. PIPE CLAMP TO BE ALL BRASS OR ACCEPTED ALTERNATE.

4. PEXa PIPE REQUIRES 2" STAINLESS STEEL INSERTS BE

PLACED ON BOTH SIDES OF THE "CC" CONNECTION.

GENERAL NOTES:

1. GOOSENECK IS REQUIRED AT SEWER CROSSINGS AND ARE

TO BE BEDDED WITH SAND AND SANDBAGS.

2. MAINSTOP TAPS SHALL BE A MIN. OF 600mm APART, AND NO

LESS THAN 300mm TO A COUPLING OR COLLAR.

3. WATER SERVICE SHALL BE ONE CONTINUOUS LENGTH.

4. INVERT ELEVATION AT STUBBED END SHALL BE 3.0m BELOW

ESTABLISHED FINISHED GRADE.

5. NO HORIZONTAL GOOSENECK REQUIRED AT MAINSTOP.

6. TAP INTO UPPER PORTION OF WATER MAIN, AT 10 AND 2

O'CLOCK POSITIONS.

7. HOME BUILDER TO INSTALL A COUPLING TO THE TERMINUS OF

THE HOUSE SERVICE WHIP EXPOSED AT SURFACE AND

CONTINUE THE WATER SERVICE TO THE HOUSE.

8. CATHODIC PROTECTION MAY BE A REQUIREMENT IN AREAS

OF HOT SOILS. ENSURE TO WET ANODE PRIOR TO BACKFILL.

EXISTING SEWER MAIN

300m

m S

AN

D

1.0

0.15

2-4m

EASEMENT

STAINLESS STEEL

OPERATING SPINDLE

C/W BRASS CLEVIS

"CC" TO BE SUPPORTED UPON

A SINGLE CHANNEL RECYCLED

PLASTIC BLOCK (MIN. 40x200x200mm).

- DO NOT STRAP/BOLT THE "CC"

TO THE SUPPORTING BLOCK UNLESS

"CC" CHAIR IS DENSO WRAPPED.

- SET THE "CC" CENTERED

UPON THE SUPPORTING BLOCK

AND USE BACKFILL MATERIAL

TO SET THE "CC" PLUMB.

WATERMAIN

MAINSTOP TAPPED

AT CROWN OF MAIN

WITH 1 TO 3 THREADS

SHOWING

DETAIL

SECTION

DETAIL

PVC PIPE

WHEN CITY OF ST. ALBERT BRASS CAP OF THE "CC"

FALLS WITHIN CONCRETE, ENCLOSE IT WITH A SECTION

OF 100mm PVC PIPE, (I.E. ON A DRIVEWAY)

50 x 100 x 1500mm

WOOD STAKE

TOP 1.0m PAINTED

FLOURESCENT RED

"CC"

GALVANIZED SLIDING

UPPER SECTION

22/06/15

GALVANIZED SLIDING

LOWER SECTION

0.5

EPOXY COATED BOOT

TO BE DENSO WRAPPED

PRIOR TO PLACEMENT

OF WASHED ROCK

WASHED ROCK

DRAINAGE PIT

DRAINAGE PIT NOTES:

1. PIT EXCAVATION DIMENSIONS = 300mm LONG x 300mm WIDE x

150mm DEEP BELOW THE "CC" AND SUPPORTING BLOCK.

2.

3. PLACE SUPPORTING BLOCK AND "CC" ASSEMBLY.

4. FILL SPACE AROUND DENSO WRAPPED EPOXY COATED BOOT

WITH WASHED ROCK TO THE TOP OF THE BOOT (200mm).

5. COVER THE WASHED ROCK WITH 6 MIL POLYETHYLENE PRIOR TO

BACKFILL TO PREVENT VOIDS FROM BEING FILLED WITH CLAY.

0.2

0.15

0.3

6 MIL

POLYETHYLENE

OVER WASHED

ROCK

25mm BRASS CAP

CAP SANITARY

SERVICE WITH

REDUCER

SERVICE INSTALLED

AT MIN. 2% SLOPE

DD/MM/YY

DD/MM/YY



GOOSE NECK

CO

VE

R M

IN

.

PIPE MATERIAL NOTES:

1. FOR 50mm PIPE DIAMETERS - USE TYPE K COPPER PIPE OR

ACCEPTED ALTERNATIVE.

2. PIPE CLAMP TO BE ALL BRASS OR ACCEPTED ALTERNATE.

GENERAL NOTES:

1. GOOSENECK IS REQUIRED AT SEWER CROSSINGS AND ARE

TO BE BEDDED WITH SAND AND SANDBAGS.

2. MAINSTOP TAPS SHALL BE A MIN. OF 600mm APART, AND NO

LESS THAN 300mm TO A COUPLING OR COLLAR.

3. WATER SERVICE SHALL BE ONE CONTINUOUS LENGTH.

4. INVERT ELEVATION AT STUBBED END SHALL BE 3.0m BELOW

ESTABLISHED FINISHED GRADE.

5. NO HORIZONTAL GOOSENECK REQUIRED AT MAINSTOP.

6. TAP INTO UPPER PORTION OF WATER MAIN, AT 10 AND 2

O'CLOCK POSITIONS.

7. CATHODIC PROTECTION MAY BE A REQUIREMENT IN AREAS

OF HOT SOILS. ENSURE TO WET ANODE PRIOR TO BACKFILL.

EXISTING SEWER MAIN

300m

m S

AN

D

STAINLESS STEEL

OPERATING SPINDLE

C/W BRASS CLEVIS

"CC" TO BE SUPPORTED UPON

A SINGLE CHANNEL RECYCLED

PLASTIC BLOCK (MIN. 40x200x200mm).

- DO NOT STRAP/BOLT THE "CC"

TO THE SUPPORTING BLOCK UNLESS

"CC" SADDLE IS DENSO WRAPPED.

- SET THE "CC" CENTERED

UPON THE SUPPORTING BLOCK

AND USE BACKFILL MATERIAL

TO SET THE "CC" PLUMB.

WATERMAIN

MAINSTOP TAPPED

AT CROWN OF MAIN

WITH 1 TO 3 THREADS

SHOWING

DETAIL

SECTION

DETAIL

PVC PIPE

WHEN CITY OF ST. ALBERT BRASS CAP OF THE "CC"

FALLS WITHIN CONCRETE, ENCLOSE IT WITH A SECTION

OF 100mm PVC PIPE, (I.E. ON A DRIVEWAY).

"CC"

GALVANIZED SLIDING

UPPER SECTION

22/06/2015

GALVANIZED SLIDING

LOWER SECTION

EPOXY COATED BOOT

TO BE DENSO WRAPPED

PRIOR TO PLACEMENT

OF WASHED ROCK.

WASHED ROCK

DRAINAGE PIT

DRAINAGE PIT NOTES:

1. PIT EXCAVATION DIMENSIONS = 300mm LONG x 300mm WIDE x

150mm DEEP BELOW THE "CC" AND SUPPORTING BLOCK.

2.

3. PLACE SUPPORTING BLOCK AND "CC" ASSEMBLY.

4. FILL SPACE AROUND DENSO WRAPPED EPOXY COATED BOOT

WITH WASHED ROCK TO THE TOP OF THE BOOT (200mm).

5. COVER THE WASHED ROCK WITH 6 MIL POLYETHYLENE PRIOR TO

BACKFILL TO PREVENT VOIDS FROM BEING FILLED WITH CLAY.

0.2

0.15

0.3

6 MIL

POLYETHYLENE

OVER WASHED

ROCK

50mm BRASS CAP

CAST IRON VALVE BOX

(PVC VALVE BOXES

ARE NOT ACCEPTABLE)

VALVE STEM COMPLETE

WITH ROCKGUARD

SAND OR APPROVED BACKFILL

MATERIAL TO BE FILLED

AROUND VALVE UP TO FLANGE

AND FIRMLY TAMPED INTO PLACE.

PLATFORM NOT TO REST ON ANY

PART OF VALVE OR PIPE.

50 X 100 X

600 CONCRETE

BLOCKING

NOTES:

1. 30MPa CONCRETE IN 28 DAYS, SLUMP 25 TO 75, AGGREGATE SIZE 25 MAX, AIR ENTRAINMENT 5% TO 7%

2. CONCRETE THRUST BLOCK REQUIRED FOR ALL WATER SERVICES GREATER THAN OR EQUAL TO 100m DIAMETER.

3. HOT TAP VALVE AND SLEEVE TO BE DENSO-WRAPPED, CATHODICALLY PROTECTED, LEFT IN OPEN POSITION AND

BURIED WITHOUT ROD OR BOX.

WATER SHUT OFF VALVE

SHALL BE TYPE 'A' (SHOWN)

IN HARD SURFACES OR TYPE

'C' IN LANDSCAPED AREAS.

SEE NOTE 3

CATHODIC PROTECTION

5.5kg ZINC ANODE

CONCRETE THRUST

BLOCK

MIN. DEPTH OF COVER 2.60m

MAX. 2.90m

SECT: TYPICAL TVS CONNECTION

(TAPPING VALVE SLEEVE)

DD/MM/YY

DD/MM/YY



13/05/15

DENSO-WRAP VALVE

DENSO-WRAP VALVE

NO

TE

S:

1. F

OR

C

ON

NE

CT

IO

N T

O T

HE

150m

m S

TO

RM

S

ER

VIC

E R

EF

ER

T

O S

TA

ND

AR

D D

RA

WIN

G N

o. 7.6.

2. P

LA

CE

150 m

m S

TO

RM

S

ER

VIC

E U

PO

N A

N IN

DE

PE

ND

EN

T LE

DG

E M

IN

IM

UM

0.5 m

A

BO

VE

S

AN

IT

AR

Y S

ER

VIC

E IN

VE

RT

.

3. P

IP

E A

LIG

NM

EN

T T

O B

E W

AT

ER

, S

AN

IT

AR

Y T

HE

N S

TO

RM

S

TA

RT

IN

G F

RO

M D

RIV

EW

AY

.

4. E

NS

UR

E S

TO

RM

S

ER

VIC

E IS

IN

ST

ALLE

D U

PO

N A

N IN

DE

PE

ND

EN

T LE

DG

E A

BO

VE

S

AN

IT

AR

Y A

ND

W

AT

ER

.

LE

GE

ND

:

R

ED

M

AR

KE

R P

OS

T 2X

4

P

LU

G

5. D

IM

EN

SIO

NS

A

RE

IN

M

ET

RE

S U

NLE

SS

O

TH

ER

WIS

E N

OT

ED

.

6. H

OU

SE

O

RIE

NT

AT

IO

N M

AY

V

AR

Y.

7. S

ER

VIC

E C

ON

NE

CT

IO

NS

S

HA

LL B

E E

XT

EN

DE

D B

EY

ON

D T

HE

G

AS

LIN

E IN

TO

T

HE

LO

T

TO

T

ER

MIN

AT

E A

T 0.15 m

F

RO

M T

HE

LO

T E

AS

EM

EN

T B

OU

ND

AR

Y.

8. R

ED

UC

E T

HE

150 m

m S

AN

IT

AR

Y S

ER

VIC

E D

OW

N T

O 100 m

m A

ND

C

AP

T

HE

P

LU

G.

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

SG

AS

FA

CE

O

F C

UR

BD

RIV

EW

AY

A

PR

ON

TYPICAL DRIVEWAY

PROPERTY LINE

PR

OP

ER

TY

L

IN

E

LOCATION

VARIES

UTILITY R.O.W.

25

m

m W

AT

ER

S

ER

VIC

E

15

0 m

m

15

0 m

m

CU

RB

S

TO

P (T

YP

)

1.5

0.15

1.0

SA

NIT

AR

Y S

ER

VIC

E

5.0

VA

RIE

S

FR

OM

1

.3

5

TO

2

.0

15

0 m

m S

HA

LL

OW

S

TO

RM

(3

rd

p

ip

e - if p

re

se

nt)

ST

OR

M S

ER

VIC

E

25

m

m W

AT

ER

S

ER

VIC

E

15

0 m

m

SA

NIT

AR

Y S

ER

VIC

E

DR

IV

EW

AY

A

PR

ON

2.02.5

6.5

WA

TE

RM

AIN

SA

NIT

AR

Y S

EW

ER

1.5

0.3

0.3

0.3

0.3

TY

PIC

AL H

OU

SE

LO

CA

TIO

NT

YP

IC

AL H

OU

SE

LO

CA

TIO

N

ST

OP

(T

YP

)C

UR

B

0.15

WA

TE

R S

ER

VIC

E 25 m

m

SA

NIT

AR

Y S

ER

VIC

E 150 m

m

ST

OR

M S

ER

VIC

E 150 m

m

2.6

2.3

MIN

2.0

MIN

2.0

2.6

2.3

RO

AD

S

ID

E 'A

'

WIT

H 6.5m

B

OU

LE

VA

RD

DD/MM/YY

DD/MM/YY



SID

EW

AL

K

TYPICAL DRIVEWAY

LOCATION

PROPERTY LINE

9. S

AN

IT

AR

Y A

ND

W

AT

ER

S

ER

VIC

ES

S

HA

LL B

E P

LA

CE

D A

T A

D

EP

TH

O

F B

UR

Y O

F 3.0 m

A

T P

RO

PE

RT

Y LIN

E.

10. S

AN

IT

AR

Y A

ND

S

TO

RM

S

ER

VIC

ES

M

US

T H

AV

E A

M

IN

IM

UM

C

ON

TIN

UO

US

G

RA

DE

O

F 2%

F

RO

M T

HE

M

AIN

T

O P

RO

PE

RT

Y LIN

E.

FA

CE

O

F C

UR

B

DR

IV

EW

AY

A

PR

ON

TYPICAL DRIVEWAY

PROPERTY LINE

PR

OP

ER

TY

L

IN

E

LOCATION

VARIES

UTILITY R.O.W.

15

0 m

m

1.5

0.15

1.0

0.5

4.5

VA

RIE

S

FR

OM

1

.3

5

TO

2

.0

ST

OR

M S

EW

ER

ST

OR

M S

ER

VIC

E

PROPERTY LINE

25

m

m W

AT

ER

S

ER

VIC

E

15

0 m

m S

AN

IT

AR

Y S

ER

VIC

E

DR

IV

EW

AY

A

PR

ON

LOCATION

TYPICAL DRIVEWAY

3.0

0.3

0.3

0.3

0.3

TY

PIC

AL H

OU

SE

LO

CA

TIO

NT

YP

IC

AL H

OU

SE

LO

CA

TIO

N

CU

RB

S

TO

P (T

YP

)

0.15

NO

TE

S:

1. F

OR

C

ON

NE

CT

IO

N T

O T

HE

150m

m S

TO

RM

S

ER

VIC

E R

EF

ER

T

O S

TA

ND

AR

D D

RA

WIN

G #7.6

2. P

LA

CE

150 m

m S

TO

RM

S

ER

VIC

E U

PO

N A

N IN

DE

PE

ND

EN

T LE

DG

E M

IN

IM

UM

0.5 m

A

BO

VE

S

AN

IT

AR

Y S

ER

VIC

E IN

VE

RT

.

3. P

IP

E A

LIG

NM

EN

T T

O B

E W

AT

ER

, S

AN

IT

AR

Y T

HE

N S

TO

RM

S

TA

RT

IN

G F

RO

M D

RIV

EW

AY

.

4. E

NS

UR

E S

TO

RM

S

ER

VIC

E IS

IN

ST

ALLE

D U

PO

N A

N IN

DE

PE

ND

EN

T LE

DG

E A

BO

VE

S

AN

IT

AR

Y A

ND

W

AT

ER

.

LE

GE

ND

:

R

ED

M

AR

KE

R P

OS

T 2X

4

P

LU

G

5. D

IM

EN

SIO

NS

A

RE

IN

M

ET

RE

S U

NLE

SS

O

TH

ER

WIS

E N

OT

ED

.

6. H

OU

SE

O

RIE

NT

AT

IO

N M

AY

V

AR

Y.

7. S

ER

VIC

E C

ON

NE

CT

IO

NS

S

HA

LL B

E E

XT

EN

DE

D B

EY

ON

D T

HE

G

AS

LIN

E IN

TO

T

HE

LO

T

TO

T

ER

MIN

AT

E A

T 0.15 m

F

RO

M T

HE

LO

T E

AS

EM

EN

T B

OU

ND

AR

Y.

WA

TE

R S

ER

VIC

E 25 m

m

SA

NIT

AR

Y S

ER

VIC

E 150 m

m

ST

OR

M S

ER

VIC

E 150 m

m

2.6

2.3

MIN

2

.0

MIN

2

.0

2.6

2.3

15

0 m

m S

AN

IT

AR

Y S

ER

VIC

E

CU

RB

S

TO

P (T

YP

)

25

m

m W

AT

ER

S

ER

VIC

E

RO

AD

S

ID

E 'B

'

WIT

H 4.5m

B

OU

LE

VA

RD

Date:

DD/MM/YY

DD/MM/YY


DD/MM/YY

01/04/13

Engineering Municipal Standards

12/06/15

SID

EW

AL

K

8. R

ED

UC

E T

HE

150 m

m S

AN

IT

AR

Y S

ER

VIC

E D

OW

N T

O 100 m

m A

ND

C

AP

T

HE

P

LU

G.

10. S

AN

IT

AR

Y A

ND

S

TO

RM

S

ER

VIC

ES

M

US

T H

AV

E A

M

IN

IM

UM

C

ON

TIN

UO

US

G

RA

DE

O

F 2%

F

RO

M T

HE

M

AIN

T

O T

HE

P

RO

PE

RT

Y LIN

E.

9. S

AN

IT

AR

Y A

ND

W

AT

ER

S

ER

VIC

ES

S

HA

LL B

E P

LA

CE

D A

T A

T D

EP

TH

O

F B

UR

Y O

F 3.0 m

A

T P

RO

PE

RT

Y LIN

E.

SECTION A-A

PLAN

A A

300

431

WA

TE

R

184

165

127

48

57

CAST IRON VALVE BOX

VALVE STEM COMPLETE

WITH ROCKGUARD

SAND OF APPROVED BACKFILL MATERIAL

TO BE FILLED AROUND VALVE UP TO FLANGE

AND FIRMLY TAMPED INTO PLACE. PLATFORM

NOT TO REST ON ANY PART OF VALVE OR PIPE

50 X 100 X 600 CONCRETE BLOCKING

VALVE BOX SUPPORT PLATFORM CONSISTS OF 2-3

LAYERS OF RECYCLED PLASTIC TIMBERS

(2x4" OR 2x6" OR 2x8" OR SIMILAR).

PLATFORM SHALL BE TAILORED TO VALVE TYPE AND

HELD TOGETHER BY NAILS OR SCREWS.

PLACE PLATFORM UPON ON TAMPED SAND AT LEVEL

WITH THE FLANGE ON THE VALVE.

(NOTE IF RECYCLED PLASTIC TIMBERS ARE NOT READILY

AVAILABLE, THEN PRESSURE TREATED TIMBERS MAY BE

USED AS AN ALTERNATE MATERIAL).

CORED HANDHOLES

STANDARD WATER PLUG

NOTES:

1. VALVE BOXES SHALL BE EXTERNALLY AND INTERNALLY COATED WITH ASPHALT OR EPOXY COATING.

2. PVC VALVE BOXES ARE NOT PERMITTED.

3. FOR CATHODIC PROTECTION SEE DWG. No. 5.9

4. ALL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE NOTED.

WATER MAIN OR HYDRANT LEAD

MIN

. D

EP

TH

O

F C

OV

ER

2.65m

Date:

DD/MM/YY

DD/MM/YY


DD/MM/YY

01/04/13

Engineering Municipal Standards

22/06/15

VALVE BOX SUPPORT PLATFORM

PVC

5.5 kg (12 lbs)ZINC ANODE

50mm

VALVE

ZINC ANODE5.5 kg ( 12 lb)

CROSS

PVC

50mm

FITTING

BEDDING

ANODE WIRE

PVC

DETAIL

ANODE

VALVE

5.5 kg (12lb)ZINC ANODE

PVC

50m

m PVC

DD/MM/YY



REPLACE ANDCOMPACT CLAY

NOTES:1. ALL ANODES TO BE 5.5kg ZINC.2. INSTALL ANODE AT PIPE DEPTH IN NATIVE SOIL.3. MIN. DISTANCE FROM ANODE TO PIPE IS 150mm4. MIN. DISTANCE FROM ANODE TO THRUST BLOCK IS 300mm5. ANODES TO BE EMBEDDED IN UNDISTURBED TRENCH WALL WITH A MIN. OF

50mm OF NATIVE CLAY COVER AROUND ANODE.6. ANODE TO BE 'WETTED' WITH WATER PRIOR TO BACKFILL TO ACTIVATE THE

ANODE.

DD/MM/YY



NOTES:1. PIPE CAMP TO BE ALL BRASS OR ACCEPTED EQUIVALENT.2. FOR PEX-AL-PEX PIPE CATHODIC CLAMP REQUIRED TO

SPINDLE ONLY.3. ZINC ANODES TO BE EMBEDDED INTO TRENCH WALL TO

PROVIDE FOR A MINIMUM OF 50mm NATIVE CLAY COMPLETELYCOMPACTED AROUND ANODE.

4. ZINC ANODE TO BE "WETTED" WITH A PAIL OF WATER PRIORTO BACKFILL TO ACTIVATE THE ANODE.

CLAMP

ZINC ANODE

AND COMPACTREPLACE CLAY

505.5 kg.

DETAIL

PL

GAS MAIN

GOOSE NECK

SIDEWALK

CO

VE

R M

IN.

EXISTING SEWER MAIN

SHALLOWSTORM

300m

m S

AN

D

1.0

0.15

1.0

2-4mEASEMENT

STAINLESS STEELOPERATING SPINDLEC/W BRONZE CLEVIS

SUPPORT WITHCONCRETE BLOCK50 x 200 x 300

5.5kg ZINCANODE

WATERMAIN SECTION

CLAMP

600 MAX

1200Ø

635Ø

SECTION A-A

PLAN VIEW

300 300

5075

20Ø SAFETY STEPS

UNDISTURBED NATIVE SOIL ORMECHANICALLY COMPACTED TO98% S.P.D.

FINISHED GRADEMANHOLE FRAME & COVER

CONCRETE GRADE RINGS AS REQUIRED

ECCENTRIC CONICAL TOP

PRECAST CONCRETE BARRELS

PRECAST PRE-BENCHED CONCRETE

JOINTS

BEDDING TOFIRST JOINT

MANHOLE BASE C/W PIPE GASKET

C/W CONFINED O-RING GASKET

150°

CL

CLCL

(MAX 3 FOR A TOTAL 450mm)

DD/MM/YY



03/10/14

NOTES:1. SAFETY STEPS TO BE SPACED AT 400 MAX.

DISTANCE. LAST STEP TO BE 300 MAX. ABOVEBENCHING.

2. CHANNELING AND BENCHING TO BE FINISHEDTO TROWEL SMOOTHNESS.

3. COMPACT SAND BACKFILL AROUNDMANHOLES TO A MINIMUM OF 98% S.P.D. INLIFTS NOT EXCEEDING 150 MIN.

4. FLAT TOP SECTION TO BE USED FORSHALLOW BURY MANHOLES OF UP TO 1.80m.

5. ALL JOINTS TO BE SET WITH RUBBER GASKETAND FINISHED WITH NON-SHRINK GROUTINSIDE AND OUTSIDE FOR FULLCIRCUMFERENCE.

6. THE PLACEMENT OF THE FIRST LADDERRUNG CAN VARY (BARREL SECTION ORGRADE RING INSERT) BUT MUST NOT EXCEED600MM FROM RIM TO FIRST RUNG.

7. GRADE RINGS MUST BE SET PLUMB TO THEBARREL AND NOT BE STAGGERED.

50-75mm PROJECTIONINTO MANHOLE

WATERTIGHT

MORTARED INSIDE AND OUT

25 MPa CONCRETE

SECTION A-A

PLAN

A A

COVER LOCATION


d

300

20Ø SAFETY STEPS

75

300

50

NOTE:MATCH CROWNS

(MAX 3 FOR A TOTAL 450mm)CONCRETE GRADE RINGS AS REQUIRED

1800

DD/MM/YY



03/10/14

NOTES:1. d = 600mmØ TO 1050mmØ2. WHERE UNSUITABLE TRENCH

CONDITIONS EXIST, CRUSHED ROCKWILL BE REQUIRED IN PLACE OFBEDDING MATERIAL BENEATHMANHOLE BASE.

3. FLAT TOP SECTION TO BE USED FORSHALLOW BURY MANHOLES OF UP TO1.80m.

4. SAFETY STEPS TO BE SPACED AT 400MAX. DISTANCE LAST STEP TO BE 300MAX. ABOVE BENCHING.

5. CHANNELING AND BENCHING TO BEFINISHED TO TROWEL SMOOTHNESS.

6. COMPACT SAND BACKFILL AROUNDMANHOLES TO A MINIMUM OF 98%S.P.D. IN LIFT NOT EXCEEDING 150 MIN.

7. ALL JOINTS TO BE SET WITH RUBBERGASKET AND FINISHED WITHNON-SHRINK GROUT INSIDE ANDOUTSIDE FOR FULL CIRCUMFERENCE.

8. THE PLACEMENT OF THE FIRSTLADDER RUNG CAN VARY (BARRELSECTION OR GRADE RING INSERT) BUTMUST NOT EXCEED 600MM FROM RIMTO FIRST RUNG.

9. GRADE RINGS MUST BE SET PLUMB TOTHE BARREL AND NOT BE STAGGERED.

FINISHED GRADE

VARIES

600MAX

100MIN

200 MIN

200 MIN

CEMENTMORTAR

50-75mmPROJECTIONINTOMANHOLE

NOTES:

COVER

SECTION A-A

B B

A

A

1200Ø BARREL

GROUT INSIDE & OUTSIDERUBBER GASKET JOINTS

APPROVEDMANHOLE STEPS

CLASS A 25MPa

1200 M

IN. DIA

. PIPE

SECTION B-B

1200Ø

3050 CLASS A BEDDING

BEDDING

MIN. 150MIN. 150

UNDISTURBED NATIVE SOILOR MECHANICALLY COMPACTED TO98% S.P.D..

1200 Ø

1. THIS TYPE OF MANHOLE IS TO BE BUILT ONLY ON MAINS OF1200mm DIAMETER OR LARGER AND WHERE THERE IS NOCHANGE IN DIRECTION OF FLOW, I.E. A"STRAIGHT-THROUGH" FLOW.

2. SAFETY STEPS TO BE SPACED AT 400 MAX. DISTANCE. LASTSTEP TO BE 300 MAX. ABOVE BENCHING.

3. FLAT TOP SECTION TO BE USED FOR SHALLOW BURYMANHOLES OF UP TO 1.80m.

4. CHANNELING AND BENCHING TO BE FINISHED TO TROWELSMOOTHNESS.

5. COMPACT SAND BACKFILL AROUND MANHOLES TO AMINIMUM OF 98% S.P.D. IN LIFTS NOT EXCEEDING 150 MIN.

6. ALL JOINTS TO BE SET WITH RUBBER GASKET AND FINISHEDWITH NON-SHRINK GROUT INSIDE AND OUTSIDE FOR FULLCIRCUMFERENCE.

DD/MM/YY



A

SECTION A-A

A

150 150

PLAN SECTION B-B

TEE FITTING, DIAMETER ASINCOMING SEWER

INCOMING SEWER

B B

1:12 SLOPE

MIN. 200

PIPE BELL REQUIRED AT CONCRETE FACE.

1200Ø

CLASS A BEDDING (25MPa CONCRETE)

NOTES:1. PRECAST CONCRETE COMPONENTS TO MEET CURRENT A.S.T.M. C478 STANDARDS.2. CAST IN PLACE CONCRETE TO BE 25 MPa AT 28 DAYS.3. CHANNELING AND BENCHING TO BE FINISHED TO TROWEL SMOOTHNESS.4. COMPACT BACKFILL AROUND MANHOLES TO A MINIMUM OF 98% STANDARD PROCTOR DENSITY.

DD/MM/YY



INTO MAIN SEWER

FORMING SMOOTH FLOW CHANNEL

ELBOW AND BENCH TO MID-HEIGHT

PROVIDE CONCRETE SUPPORT FOR

TO SECURE DROP PIPE

PIPE STRAPS @ MIN. 500 O/C

USE STAINLESS STEEL

INLET SEWER

MIN. 50 DROP

R=450min. AND

SEWER

INLET

SIZE AS INLET SEWER

PVC DROP PIPE- SAME

SECTION A-A

1

12

SLOPED UPWARD TO MH

MID-HEIGHT OF PIPE AND

BENCHING TO AT LEAST

USE PRE-BENCHED BASE

MANHOLE BARREL

FLO

W C

HA

NN

EL

WALL AT 1:12

6 x 40 STAINLESS STEEL STRAPS

ANCHOR BOLTS

EXPANSION TYPE

BRACKET DETAIL

PIPE INVERT

AA

TEE

DD/MM/YY

DD/MM/YY



NOTES:

1. MAXIMUM INLET SEWER OF 250 DIA.

2. DROP PIPE SIZE TO EQUAL INLET SIZE.

3. TEE FITTING TO BE APPROVED PRIOR TO ORDERING.

4. CAST IN PLACE CONCRETE 25 MPa IN 28 DAYS.

5. MANHOLE BASE TO BE PRE-BENCHED.

6. FOR SANITARY SEWER - MIN DROP 0.75m TO MAX 3.0m THEN EXTERNAL DROP.

7. FOR STORM SEWER - MIN DROP 1.5m TO MAX 3.0m THEN EXTERNAL DROP.

0.75m MIN TO 3.0m MAX

1200 MIN

SECTION THROUGH MANHOLE

SLAB TOP TO SUIT FRAME AND COVER

COMPACTED TO 98% S.P.D.APPROVED GRANULAR MATERIAL

PIPE TO BE USED WHERE LEADGRADE. (FULL LENGTH OFLEAD @ MINIMUM OF 1.0%

ENTERS CATCH BASIN)

MIN. 250 DIAMETER CATCH BASIN

PRECAST CONCRETE BASE

600 MIN. SUMP

900Ø

1500 mm MIN.

LC

UNDISTURBED NATIVE SOIL ORMECHANICALLY COMPACTEDTO 98% S.P.D.

WATERTIGHT JOINTS WITH

PIPE

CL

O RINGS GASKETSPRECAST JOINTS C/W CONFINED

NON-SHRINKING GROUT INSIDE AND OUTSIDE FOR FULL CIRCUMFERENCE

DD/MM/YY



03/10/14

NOTES:1. PRECAST CONCRETE COMPONENTS TO MEET CURRENT A.S.T.M. C478 STANDARDS.2. CAST IN PLACE CONCRETE TO BE 25 MPa AT 28 DAYS.3. ALL GRADE RING JOINTS TO BE FINISHED WITH RAM NECK MATERIAL AND FINISHED WITH

NON-SHRINK GROUT INSIDE AND OUTSIDE FOR FULL CIRCUMFERENCE. THIS INCLUDESJOINTS BETWEEN GRADE RINGS, GRADE RINGS AND FRAMES, AND BETWEEN GRADERINGS AND SLAB TOPS.

4. ALL BARREL JOINTS TO BE RUBBER GASKET WITH NON-SHRINK GROUT INSIDE & OUT.5. ALL WICK DRAINS TO EXTEND 100mm - 150mm INTO CATCH BASIN.6. GRADE RINGS MUST BE SET PLUMB TO THE BARREL AND NOT BE STAGGERED.

K-7 FRAME AND COVER

CONCRETE GRADE RINGS AS REQUIRED(MAX 3 FOR A TOTAL OF 450mm)

50-75mm


BACK OF TOP OF CURB

FACE OF CURB

LIP OF GUTTER

PRECAST

900 Ø PRECAST CONCRETECATCH BASIN BARREL

MIN 250Ø CATCH BASIN LEAD @ MINIMUM 1.0% GRADE

WATERTIGHT JOINT

SECTION B-B

SECTION A-A

150 MIN

CONCRETE

AA

B

B

98% S.P.D.OR MECHANICALLY COMPACTED TO UNDISTURBED NATIVE SOLID SOIL

900mmØ

MIN 150

MIN 150

GRATE TO BE DEPRESSEDBY 40mm OR TO SECOND COURSEPAVEMENT DEPTH

SIDE INLET TO BE RECESSED MIN 25mmFROM FACE OF CURB

FACE OF CURB

WITH NON-SHRINK

F-51 GUTTER FRAME AND GRATE

GROUT FINISH

1500mmMIN.

600mm MIN.SUMP

CL

PRECAST CONCRETE BASE

C/W CONFINEDO-RINGS GASKETS

SLAB TEE TOP

NOTES:1. WICK DRAINS TO EXTEND 100mm - 150mm INTO CATCH BASIN.2. PRECAST CONCRETE COMPONENTS TO MEET CURRENT ASTM C478 STANDARDS.3. CAST IN PLACE CONCRETE TO BE 25MPa AT 28DAYS.4. SUPPLY NORWOOD TYPE NF-51, TROJAN TYPE K-1A-2 PIECE OR APPROVED EQUIVALENT.

(ALL JOINTS TO BE FINISHED WITH NON-SHRINK GROUTINSIDE AND OUTSIDE FOR FULL CIRCUMFERENCE.)

DD/MM/YY



23/04/2014

50-75mm

F-51 SIDE INLET FRAME AND GRATE

(A FULL LENGTH OF PIPE SHALL BE USED WHERETHE CATCHBASIN LEAD ENTERS THE CATCHBASIN.)

appendix a city of st. albert engineering standard … · 2020. 2. 14. · municipal engineering...

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