resort municipality of whistler concrete … · resort municipality of whistler scale: n.t.s ......

DWG. NO.: C2

DATE: DECEMBER 2005

CONCRETE SIDEWALK

RESORT MUNICIPALITY of WHISTLER

SCALE: N.T.S.

DRAWN BY: RA

NOTE:

1. Refer to Section 02523 of the Master Municipal

Construction Document for detailed specifications.

Type "A" or "B"

rollover curb

(control joints

as required by

standard drawing C4)

Dummy Joint

1.5m TYP

Control Joint

3.0m TYP

Expansion Joint

9.0m TYP

32 MPa Concrete

sidewalk with

medium broom finish

ABUTTING CURB

AND GUTTER

BOULEVARD

SEPARATION

1.5m

Varies

See standard

drawing C4

Expansion joint

material TYP

120mm

5mm

5mm

DUMMY JOINT

30mm

CONTROL JOINT

120mm

5mm

5mm

EXPANSION JOINT

120mm

12mm

Expansion joint material

Compacted granular base (19mm crushed gravel)

Compacted granular subbase (50mm gravel)

B

B

A

A

Varies Varies

300mm 300mm

1.5m

PL

2%

Varies

100mm

PL

300mm

SECTION B - B

SECTION A - A

Expansion

joint material

100mm

1.5m

2%

32 MPa concrete

40R

CONTRACTION JOINTS CUT TO

THIS DEPTH AT 3.6m INTERVALS

FACE OF CURB

180

180

FACE OF CURB

CONTRACTION JOINTS

AS ABOVE

40R

TYPE 'A'

TYPE 'B'

NOTE: 32MPa CONC. CURB

BACKFILL AS SPEC.

300

250

75

60

10R

50

BACKFILL AS SPEC.

10R

300

MIN. 50 THICK

19mm MINUS

CRUSHED GRAVEL.

300

75

60

50

SUBGRADE

SUB-BASE

BASE

PAVEMENT

DWG. NO.: C4

DATE: JANUARY 2003

MOUNTABLE CURB AND GUTTER SECTION


SCALE: N.T.S.

DRAWN BY: BL

10R

240

30R

15

600

30 40

165

PAVEMENT

BASE

SUB-BASE

SUBGRADE

30R

EFFECTIVE WIDTH OF ROAD

15

10R

165

EFFECTIVE WIDTH OF ROAD

240

30

600

40

DWG. NO.: C9

DATE: JULY 2015

WHEELCHAIR RAMP AT INTERSECTIONS


SCALE: N.T.S.

DRAWN BY: R.A., B.L.

Crosswalk

Type "A" or "B"

rollover curb (control

joints as required by

standard drawing C4)

CB upstream

10%

M

ax

32 MPa Concrete

sidewalk with

medium broom finish

6 directional score lines, 150mm apart

Max 5mm lip

SECTION A - A

Refer to C2 - Concrete Sidewalk

and C4 - Curb and Gutter Section

for additional information.

1.2m min

Short side 1.5m min

1.0m min

AA

When constructing a single

ramp, the dimensions as shown

for the double ramp apply.

Long side

as req'd

Crosswalk

DOUBLE CURB RAMP

SINGLE CURB RAMP

Ramp Flair

(1:10 - 1:15)

Where Req'd

Scorelines

NOTE

1. Refer to Section 02523 of the Master Municipal Construction Document for detailed specifications.

2. When the sidewalk is separated from the curb by a boulevard, the concept of this detail is to be

incorporated into the design.

3. Tactile warning strip to be 24" wide, cast-in-place, as supplied by Armour Tile, or approved equal.

Colour to be "Federal Yellow" (Armour Tile Colour No. 33538).

10mm

SCORE LINE DETAIL

5mm

Score lines in new concrete

curb ramps shall be finished

with smooth rounded edges.

Ramp Flair

(1:10 - 1:15)

Where Req'd

Min 920mm clearance

Tactile warning strip

(see note 3)

150mm - 200mm

Control Joints


SCALE: N.T.S.

DRAWN BY: BL

4257

3505

533

406

LENS: MADE OF CLEAR POLYCARBONATE

NOTES:

1

REFLECTOR: MADE OF SPUN ALUMINUM; PAINTED WHITE ON THE INSIDE; MECHANICALLY HELD

2

LAMP: 100 WATT METAL HALIDE3

OPTICS: A ROUND PRISMATIC BOROSILICATE THERMO-RESISTANT REFRACTOR;

GIVING TYPE 3 DISTRIBUTION

4

LOCKING SYSTEM: MADE OF CAST ALUMINUM; MECHANICALLY HELD5

BALLAST: 100 WATT METAL HALIDE, HIGH POWER FACTOR OF 90% OR BETTER; -30°F6

HOUSING: MADE OF CAST ALUMINUM; MECHANICALLY HELD7

ADAPTOR: MADE OF CAST ALUMINUM; WELDED TO THE ARM

ARM: MADE OF CAST ALUMINUM; TUBING 60mm o.d.; WELDED TO THE CENTRAL TUBING9

DECORATIVE SCROLL: MADE OF CAST ALUMINUM; WELDED TO THE ARM AND CENTRAL TUBING

POLE: MADE OF STEEL; 102mm o.d. 5mm WALL THICKNESS; WELDED TO THE BASE

11

DECORATIVE COVER: MADE OF CAST ALUMINUM; MECHANICALLY HELD TO THE POLE

12

BASE: MADE OF STEEL; 188mm o.d. 4mm WALL THICKNESS; WELDED TO THE ANCHOR PLATE

13

ACCESS DOOR: MADE OF ALUMINUM; COVERING AN OPENING OF 102mm x 229mm;

GIVING ACCESS TO A GROUND LUG

14

BASE COVER: MADE OF A TWO-PIECE CAST ALUMINUM COMPONENT; MECHANICALLY HELD

15

RECEPTACLE: DUPLEX RECEPTACLE; 15A 120V c/w WEATHERPROOF COVER

GASKETTING: NEOPRENE AND SILICONE GASKETTING IS APPLIED

HARDWARE: ALL EXPOSED SCREWS WILL BE STAINLESS STEEL

FINISH: AN APPLICATION OF A THERMOSETTING POLYESTER POWDER COAT PAINT;

COLOUR TO BE DARK BLUE TEXTURED

16

724

1

42 3

6 7

8

10

11

9

12

13

14

15

16

17

DWG. NO.: E1

DATE: JULY 2008

TRAIL & PEDESTRIAN LIGHT DETAILS

5

1219

17

CENTRAL TUBING: MADE OF ALUMINUM; 102mm o.d. c/w A TENON PENETRATING 305mm

INSIDE THE POLE; MECHANICALLY HELD


SCALE: N.T.S.

DRAWN BY: BL

7315

4267

1270

641

457

LENS: MADE OF CLEAR TEMPERED GLASS

NOTES:

1


2


OPTICS: MULTIFACETED, ANODIZED ALUMINUM ASSEMBLY, MOUNTED ONTO A WHITE

FRAME, GIVING TYPE 3 DISTRIBUTION

4

LOWER HOUSING: MADE OF SPUN ALUMINUM, MECHANICALLY HELD5


UPPER HOUSING: MADE OF CAST ALUMINUM; MECHANICALLY HELD7

ADAPTOR: MADE OF CAST ALUMINUM; WELDED TO THE ARM8

ARM: MADE OF BENT ALUMINUM; TUBING 60mm o.d.; WELDED TO THE CENTRAL TUBING9

MOUNTING BRACKET: MADE OF ALUMINUM; MECHANICALLY HELD TO THE POLE10

POLE: MADE OF STEEL; 141mm o.d.; WELDED TO THE BASE11

DECORATIVE COVER: MADE OF CAST ALUMINUM; MECHANICALLY HELD TO THE POLE12

BASE: MADE OF STEEL; 219mm o.d.; WELDED TO THE ANCHOR PLATE13



14

BASE COVER: MADE OF A TWO-PIECE CAST ALUMINUM COMPONENT; MECHANICALLY HELD15

RECEPTACLE: DUPLEX RECEPTACLE15 ;A 120V c/w WEATHERPROOF COVER

GASKETTING: NEOPRENE AND SILICONE GASKETTING IS APPLIED

HARDWARE: ALL EXPOSED SCREWS WILL BE STAINLESS STEEL

FINISH: AN APPLICATION OF A THERMOSETTING POLYESTER POWDER COAT PAINT;


16

2972

1 2

3 4

5 6

7

8

9

10

11

12

13

14

15

16

DWG. NO.: E2

DATE: JULY 2008

TYPICAL ROADWAY LIGHT DETAILS


SCALE: N.T.S.

DRAWN BY: BL

7315

4267

1270

641

457

LENS: MADE OF CLEAR TEMPERED GLASS

NOTES:

1


2


OPTICS: MULTIFACETED, ANODIZED ALUMINUM ASSEMBLY, MOUNTED ONTO A WHITE

FRAME, GIVING TYPE 3 DISTRIBUTION

4

LOWER HOUSING: MADE OF SPUN ALUMINUM, MECHANICALLY HELD5


UPPER HOUSING: MADE OF CAST ALUMINUM; MECHANICALLY HELD7

ADAPTOR: MADE OF CAST ALUMINUM; WELDED TO THE ARM8

ARM: MADE OF BENT ALUMINUM; TUBING 60mm o.d.; WELDED TO THE CENTRAL TUBING9

MOUNTING BRACKET: MADE OF ALUMINUM; MECHANICALLY HELD TO THE POLE10

POLE: MADE OF STEEL; 141mm o.d.; WELDED TO THE BASE11

DECORATIVE COVER: MADE OF CAST ALUMINUM; MECHANICALLY HELD TO THE POLE12

BASE: MADE OF STEEL; 219mm o.d.; WELDED TO THE ANCHOR PLATE13



14

BASE COVER: MADE OF A TWO-PIECE CAST ALUMINUM COMPONENT; MECHANICALLY HELD15

RECEPTACLE :DUPLEX RECEPTACLE15 ;A 120V c/w WEATHERPROOF COVER

GASKETTING :NEOPRENE AND SILICONE GASKETTING IS APPLIED

HARDWARE :ALL EXPOSED SCREWS WILL BE STAINLESS STEEL

FINISH :AN APPLICATION OF A THERMOSETTING POLYESTER POWDER COAT PAINT;


16

2972

1 2

3 4

5 6

7

8

9

10

11

12

13

14

15

16

DWG. NO.: E3

DATE: JULY 2008

TYPICAL DOUBLE DAVIT ROADWAY LIGHT DETAILS

MAX D+750

MIN D+300

2. TRENCHING TO COMPLY WITH ALL REQUIREMENTS OF THE WCB.

MAX.= D + 1000

1. "D" = OUTSIDE DIAMETER OF THE PIPE AT ITS LARGEST SECTION.

NOTES:

PIP

E Z

ON

E

D/4

MIN

100m

m

MIN

150m

m

OV

ER

R

OC

K

D

300

MIN

APPROVED NATIVE BACKFILL

COMPACTED TO 90% MODIFIED

PROCTOR DENSITY.

NO STONES OVER 150mmØ.

NO ORGANICS PERMITTED.

TRENCH TO BE BACKFILLED

IN 300mm LAYERS.

SURFACE RESTORATION TO MATCH

EXISTING OR AS SPECIFIED ON

CONTACT DRAWINGS.

100m

m

MIN

.

BOULEVARDS & EASEMENTS

(TYPICAL)

APPROVED GRANULAR PIPE

BEDDING COMPACTED TO

95% MPD. 100mm MIN

BEDDING UNDER PIPE AND

150mm MIN OVER ROCK

OR BLASTED ROCK.

DWG. NO.: G4

DATE: JANUARY 2003

TYPICAL TRENCH SECTION


SCALE: N.T.S.

DRAWN BY: BL

SELECT NATIVE MATERIAL OR

IMPORTED GRANULAR BACKFILL

PLACED IN 300mm LAYERS AND

COMPACTED TO 95%MODIFIED

PROCTOR DENSITY .

SUBGRADE IS TO CONTAIN NO

ORGANICS OR STONES OVER 150mmØ.

REFER TO PAVEMENT

RESTORATION DETAIL G5

IN THE MMCD GUIDE.

L

CPIPE

ROADS, LANES, & WALKWAYS

(TYPICAL)

DWG. NO.: G5

DATE: DECEMBER 2005

TEMPORARY & PERMANENT PAVEMENT RESTORATION


SCALE: N.T.S.

DRAWN BY: RA

NOTES:

1. Granular materials to be placed and

compacted in maximum 300mm thick lifts.

2. Permanent hot-mix asphalt pavement

shall be placed and compacted in 2 lifts.

3. All work shall be carried out in accordance with the provisions of the Workers' Compensation Act

of BC.

4. Refer to Sections 02223 and 02512 of the Master Municipal Construction Document for detailed

specifications.

Granular base compacted

to 95% modified proctor density

Granular subbase compacted

to 95% modified proctor density

Imported granular backfill,

compacted to 95% modified proctor density

Minimum 150mm

Minimum 300mm

As required

200mm

min

40 or 50mm

(see below)

Minimum 50mm lift of

Hot-mix asphalt,

Concrete, or

Emulsified cold-mix asphaltic material.

Hot-mix asphalt

(see table below for thickness)

Surface lift of asphalt to

be keyed into existing

pavement (grind, tack

coat and overlay).

Vertical faces are to be

cleaned and tack coated

prior to placing temporary

surface.

Temporary

Restoration

Permanent

Restoration

Local Road

Collector Road

Base Lift

Thickness

Surface Lift

Thickness

Road

Classification

40mm 40mm

50mm 50mm

PERMANENT RESTORATION

ASPHALT THICKNESS

DWG. NO.: G6

DATE: DECEMBER 2005

CONCRETE ENCASEMENT for WATERMAIN/SEWER SEPARATION


SCALE: N.T.S.

DRAWN BY: RA

Crossing width

(See sketch below

for definition)500mm 500mm

300mm

Min

300mm

Min

150mm

150mm

150mm

ELEVATION

Split evenly on both

sides of crossing

A

A

SECTION A -A

20MPa concrete

Watermain

bell type

coupling

Watermain

Watermain

S

e

w

e

r

Width of crossing

Sewer crossing shall be at the mid

point of the watermain section

Whenever possible, no pipe

joints are to be located within

the concrete encasement

Sewer trench limits

NOTES:

1. This detail is applicable only for the concrete encasing of

watermains. For concrete protection of underground utilities

refer to MMCD standard detail G7.

2. Concrete encasing a watermain does not eliminate the

minimum crossing clearance requirements.

3. Watermain joint wrapping is still required where applicable.

4. This detail is also applicable to a watermain crossing

another watermain.

5. Watermain concrete encasement is only applicable when

the watermain is the upper pipe.

DWG. NO.: G8

DATE: DECEMBER 2005

PIPE ANCHOR BLOCKS


SCALE: N.T.S.

DRAWN BY: RA

150mm

Mainline pipe

150mm

150mm

100mmØ drain pipe

(both sides)

150mm

150mm

450mm

100mmØ drain pipe

(both sides)

Mainline pipe

300mm

A

A

B

B

900mm

SECTION A - A

SECTION B - B

ALTERNATIVE 1

ALTERNATIVE 2

For use in tills and other stable, well compacted native materials

150mm

For use in clean gravels, sands and other loose permeable native materials

NOTES:

1. Applicable to all pipe materials.

2. Use 20MPa comcrete unless specified otherwise on the contract drawings.

3. Blocks are to be placed at the bell end of the pipe as shown.

4. Refer to contract drawings for spacing other than shown in table.

SLOPE MAX. SPACING SLOPE MAX. SPACING

15% - 20% 25m

10% or greater

10m

20% - 35% 20m

35% - 50% 15m

Over 50% 10m

SAN & STM GRAVITY SEWERS WATERMAINS & FORCEMAINS

MAXIMUM SPACING OF PIPE ANCHOR BLOCKS (note 4)

NOTE: 150 MIN. FOR ROCK OR BLASTED ROCK

NORMAL WIDTH = d + 600

MIN. = d + 300

MAX. = d + 750

152 x 152 MW 11.1 x MW 11.1 W.W.M.

STANDARD PIPE BEDDING INSTALLATION

CONCRETE ARCH ENCASEMENT

COMPACTED PIPE BEDDING

20 MPa CONCRETE

COMPACTED PIPE

BEDDING

TO A MINIMUM 95%

MODIFIED PROCTOR

DENSITY.

SPRING LINE OF PIPE

300 MIN.

d/4 (MIN 75)

d/4 (MIN 75)

DWG. NO.: G9

DATE: JANUARY 2003

STANDARD PIPE BEDDING


d =OUTSIDE DIAMETER OF PIPE

SCALE: N.T.S.

DRAWN BY: BL

2d

d

100 MIN.

(SEE NOTE)

DWG. NO.: G10

DATE: DECEMBER 2005

TYPICAL SERVICE CONNECTION MARKER


SCALE: N.T.S.

DRAWN BY: RA

Service to be capped or

stubbed according to

municipal standards

Note:

Service invert elevation and

depth to be written on the

wooden stake with permanent marker.

Top 300mm to be painted;

Sanitary = red

Storm = green

Water = blue

Minimum 1000mm

50mm x 100mm

wooden stake

Property

Line

L

C

CURB & GUTTER

OPEN DRAINAGE

*ALL FILL SLOPES TO BE 2.0:1

2.0

1

MIN. 300mm GRANULAR SUB-BASE

MIN. 150mm GRANULAR BASE

GRAVEL SHOULDER CAP

MIN. 80mm ASPHALT

1.5

3.0

%

2.0%

LOCAL

(MIN.) 2.0

1

3.0%



MIN. 80mm ASPHALT

2.0

%

2.0

LOCAL

GRAVEL SHOULDER CAP

MIN. 100mm ASPHALT



DWG. NO.: R1

DATE: JANUARY 2003

ROAD CROSS-SECTION DETAILS


SCALE: N.T.S.

DRAWN BY: BL

COLLECTOR

ARTERIAL

2.0

%

2.0

3.0%

2.0

0.75 M

IN

1.5 M

AX

11

1.5

(MIN.) 1.5


MIN. 100mm ASPHALT


3.0

%

2.0%

COLLECTOR

ARTERIAL

2.0

1

L

C

ELEVATION OF SNOW STORAGE ZONE NOT TO BE GREATER THAN ROAD

GRADE AND HAVE AN EFFECTIVE AREA OF NOT LESS THAN 200sq. METERS.

LOCATION CAN BE ADJUSTED TO SUIT TOPOGRAPHY AND DRAINAGE.

NO DRIVEWAY ACCESS WILL BE ALLOWED THROUGH THE SNOW STORAGE ZONE.

NO UTILITY OBSTRUCTIONS SUCH AS: HYDRO KIOSKS, TELUS BOXES, STREETLIGHTS etc.

CUL-DE-SAC CONSTRUCTION TO BE TO SAME STANDARD AS SPECIFIED FOR ROAD.

2

1

NOTES:

SNOW STORAGE

ZONE (SEE NOTE 3)

10

.0

m

PROPERTY LINES

DWG. NO.: R2

DATE: OCTOBER 2015

STANDARD CUL-DE-SAC


SCALE: N.T.S.

DRAWN BY: BL

R=8.0m

20.0m

EDGE OF PAVEMENT

20.0m

3 DEAD END STREETS IN EXCESS OF 90 METERS IN LENGTH SHALL TERMINATE WITH CUL-DE-SAC.

PAVEMENT RADIUS R.O.W. RADIUS

15.2m w/CURB = 17m

w/o CURB = 21m

EDGE OF SHOULDER

1

5

.

2

m

1

7

.

0

m

2

1

.0

m

CURB

FACE

0 1 3 7 12 18 25 32 40 48 55 62 68 73 77 79 80

Distance (m): 0.000 0.125 0.250 0.375 0.500 0.625 0.750 0.875 1.000

ALL DIMENSIONS ARE IN METRES UNLES OTHERWISE NOTED.

Finished

Height (mm):

SIGN DESCRIPTIONS:

WA-50 SPEED HUMP

SINUSOIDAL RAISED CROSSWALK DEVELOPMENT

SECTION A-A

RAISED CROSSWALK

B

2.5

M

IN

0.5

CROSSWALK MARKINGS

1.0 3.0

A

0.6

1.0

1.5

1.5 0.75

A

0.6 0.6

SECTION A-A

SPEED HUMP

SPEED HUMP

DWG. NO.: R3

DATE: OCTOBER 2004

SPEED HUMP / RAISED CROSSWALK


SCALE: N.T.S.

DRAWN BY: BL

SECTION B-B

0.5 MAX TAPER 0.5

SOLID WHITE

REFLECTIVE PAVEMENT

MARKINGS

SPEED HUMP MARKINGS

4.0

80mm

WA-50

B

0.751.5

0.75 1.5

0.5MAX CURB CLEARANCE

WA-50

0.6

0.5

4.0

*NOTE: For STAMPED PAVER crosswalks, EDGES to be marked by parallel lines.

SINUSOIDAL SPEED HUMP DEVELOPMENT

Finished

Height (mm):

Distance (m): 0.000 0.125 0.250 0.375 0.500 0.625 0.750 0.875 1.000 1.125 1.250 1.375 1.500 1.625 1.750 1.875 2.000

0 1 3 7 12 18 25 32 40 48 55 62 68 73 77 79 80

R=10mm (TYP)

RMOW TYPE 'A' CURB & GUTTER SECTION

BUS BAY DETAIL

REINFORCING DISCONTINUED

AT EXPANSION JOINT

13mm EXPANSION JOINT FILLER

THIS PORTION CAST FIRST

RMOW TYPE 'A'

CURB & GUTTER

CONCRETE SWALE SECTION

TYPICAL EXCEPT AT TRANSITION

SECTION A-A

50

CONCRETE PAVEMENT

EXPANSION JOINT DETAIL

240

15

240

15

240 240

75

DESIGN

ROAD

GRADE

16

5

STANDARD TYPE 'A' CURB

AND GUTTER

CONTRACTION JOINTS IN CURB AND SWALE

SECTION TO ALIGN WITH THOSE OF

CONCRETE PAVEMENT.

STAMPED CONCRETE

PAVEMENT SEE DETAIL

THIS SHEET AND RMOW

STANDARD DRAWING NO.: R5.

EXPANSION JOINT

SEE DETAIL THIS SHEET

CONSTRUCTION

JOINT (TYP.)

R=15m

R=15m

15.0m

CURB & GUTTER AND SWALE

SECTION CAST SAME TIME

IN THIS TRANSITION ZONE.

SECTION C-C

DWG. NO.: R4

DATE: JANUARY 2003


SECTION B-B

SCALE: N.T.S.

DRAWN BY: BLBUS BAY

CONCRETE SWALE

SECTION

240

15

LEVEL

DESIGN

ROAD

GRADE

A

B

A

B

RMOW TYPE 'A'

CURB & GUTTER

15

240

C

DESIGN

ROAD

GRADE

C

EXPANSION JOINT IN CURB AND SWALE SECTION

ALIGNED WITH THOSE OF CONCRETE PAVEMENT.

CONCRETE SWALE SECTION

EXTRUDED OR HAND FORMED

STAMPED CONCRETE (TYP)

(PAVER FINISHED)

WID

TH

O

F R

OA

D

SLOPE 2%

R=15m

15.0m 15.0m

R=15m

3.0

m w

id

th

CONCRETE PAVEMENT DETAIL

NOTE: STAMPED CONCRETE NOT TO BE PLACED UNTIL FINAL LIFT OF ASPHALT IS IN PLACE.

ROAD SUB-BASE

ROAD BASE

CONCRETE PAVEMENT

CONTRACTION JOINT

AT 3000mm MAX SPACING

CUT BY TROWEL IN PLASTIC

CONCRETE TO 150mm DEPTH

DWG. NO.: R5

DATE: JANUARY 2003

STAMPED CONCRETE in MUNICIPAL ROAD


SCALE: N.T.S.

DRAWN BY: BL

R=10mm (TYP)

60mm +/- 10mm COVER

102 x 102 x MW 25.8/MW 25.8

GALV. WELDED WIRE MESH

220

STAMPED PAVER CONCRETE FINISH

AREAS INDICATED ON THE DRAWINGS (BRIDGE DECK, BUS BAY, CROSSWALKS) REQUIRING A "STAMPED PAVER

CONCRETE FINISH" SHALL BE CONSTRUCTED WITH CONCRETE TEXTURE AND PATTERNS AS PER "BOMACRON -

6 INCH x 6 INCH TILE" PATTERN FROM BOMANITE CORPORATION OR APPROVED EQUIVALENT. THE WORK SHALL

BE PERFORMED AS PER THE MANUFACTURES RECOMMENDATIONS AND SPECIFICATIONS FOR FREEZE-THAW

CLIMATE APPLICATIONS AND SHALL BE COLOURED TO MATCH "WHISTLER BROWN" AS PROVIDED BY WESTERN

UNI-PAVERS.

SLOPE TO DRAIN

MIN. 1%

MAX. 6%

NOTES:

1. PAVERS - PAVERS TO REMAIN 5mm ABOVE TOP OF CURB.

225 x 112.5 x 60 UNI-PAVE BROWN 'WESTCON' OR APPROVED EQUAL.

(225 x 112.5 x 80 FOR VEHICLE LOADING AREAS & FIRE LANES)

ASTM STANDARD C93-82

-COMPRESSIVE STRENGTH - 55MPa (8000psi)

-WATER ABSORBTION - <5%

2. BEDDING SAND - UNIFORM THICKNESS OF 30mm COMPACTED,

WELL GRADED, COURSE CONCRETE SAND.

SAND BRUSHED INTO CRACKS ONCE PAVERS LAID.

3. SUB-BASE - COMPACTED TO 95% MODIFIED PROCTOR.

MINIMUM THICKNESS 200mm.

4. SUB-GRADE - COMPACTED TO 95% MODIFIED PROCTOR.

CONCRETE

SIDEWALK

BARRIER CURB FOR PAVERS MEETING

ALL WALLS, PLANTERS OR BUILDINGS.

400

200

200

DWG. NO.: R6

DATE: MAY 2010

INTERLOCKING PAVERS


SCALE: N.T.S.

DRAWN BY: BL

SUB-BASE 200mm

PAVERS 60mm / 80mm

(SEE NOTE 1.)

STANDARD ROLL OR

BARRIER CURB

(SEE CURB DETAILS)

SAND 30mm

SIDEWALKS

SOLDIER COURSE

PLASTIC PAVER EDGE RESTRAINT

(BOTH SIDES AS REQUIRED)

±75mm x 50mm x 2400mm

WITH 200mm GALVANIZED SPIKE

LANDSCAPED AREAS

SUB BASE TO EXTEND 150mm

BEYOND EDGE OF PAVERS

*DETERMINE LOCATION OF IRRIGATION

LINES BEFORE INSTALLING SPIKES.

NOTE:

1500 to 2000

19mm MINUS CRUSHED GRAVEL, 150mm DEEP

(9mm MINUS COULD BE USED DEPENDING ON USE)

SUBGRADE TO 95% MPD.

PITRUN (OR ANY NON-ORGANIC FILL) SUB-BASE

9mm MINUS CRUSHED GRAVEL, 150mm DEEP


PITRUN (OR ANY NON-ORGANIC FILL) SUB-BASE

SUB-BASE - 150mm 19mm MINUS GRAVEL

ASPHALT - 75mm

SHOULDERS - 9MM MINUS CRUSHED SHOULDER GRAVEL

2% CROSS OR CROWN SLOPE FOR DRAINAGE.



1. SHOULDER & SWALE CLEARED TO MIN. 1600mm FOR NORDIC (MACHINE SET

X-COUNTRY) TRAILS.

2. ON STEEP CUT BANKS (50-66%) ON NORDIC TRAILS, STRAW & NETTING APPLIED

TO STABILIZE SLOPE UNTIL SED & PLANTING TAKE OVER.

3. SWALE - MIN. LONGITUDINAL SLOPE 1%.

NOTE: BOULDERS MAY BE USED TO SHORE STEEP EDGES ALONG WALKWAYS.

NOTE: BOULDERS TO SHORE UP EDGES AND TO REDUCE CUT AND MILL

SCARS ON STEEP CROSS SLOPES NOT TO BE USED ON NORDIC TRAILS.

6000 R.O.W.

NOTES:

600

300

200

MIN

.

1000

600

PEDESTRIAN WALKWAY

VALLEY TRAIL

DWG. NO.: R7

DATE: APRIL 2014

VALLEY TRAIL STANDARD


SCALE: N.T.S.

DRAWN BY: BL

3000

2

1

600

GRAVEL TRAIL

300 1000

3000


GATE FLANGE & RECEPTACLE FLANGE TO MATCH.

2 STAINLESS STEEL LONG BOLTs approx.

8in x

3

4

in WITH CHAIN TO RECEIVER

5in x 1

1

2

in x

1

2

in BASE PLATE AND

HANDLE TO SUIT

34

in

2

0

-

2

4

i

n

INSTALLATION OF PRECAST CONCRETE RECEPTACLE TO BE ON COMPACTED BASE WITH COMPACTED BACKFILL.

INSTALL 42in (1050mm) TO ASPHALT SURFACE.

110in

SIGN MOUNTING TABS:

1

4

Iin x 2in x 1in with

3

8

HOLE (6.3mm x 50mm x 25mm with 9.4mm HOLE).

SIGN:

3

4

in. (19mm) PLYWOOD BACKED, ALUMINUM, REFLECTIVE SIGNS ON EACH BARRIER.

RMOW TO PROVIDE WORDING AS REQUIRED.

RAILING: SCHEDULE 40 4in O.D. (100mm), 4in x 6in REDUCER (100mm x 150mm), SCHEDULE 40 6in O.D. (150mm)

w/PIPE FLANGE POWDER COATED - "SAFETY YELLOW".

RECEPTACLE: SCHEDULE 40 6in I.D. (150mm) w/PIPE FLANGE POWDER COATED - "SAFETY YELLOW".

PRIMER COATED REBAR OR SLIP STOP WELDED TO SIDE.

6

5

4

2

3

NOTES:

1

5

2

28in

1

0

i

n

56in

DWG. NO.: R8-A

DATE: AUGUST 2008


SCALE: N.T.S.

DRAWN BY: BL

UTILITIES ACCESS GATE

32

-3

6in

5

2

12in

G

R

A

D

E

10in

1in HOLE

6

1

3

12in

43-53in

GRADE

42in

GRADE

4

7 7

7

WELD

3

4

in ROD COUPLER (ON TANGENT) FOR MARKER PLACEMENT.

WELD 3in x 1

1

2

in x

1

4

in BARSTOCK with 45° CHAMFERED EDGES 20in c/c ON TOP OF RAILING.

8

WELD 6in x 4in x 4in PROTECTIVE SHROUD TO RECEPTACLE FLANGE TO COVER LOCKING FEATURES.9

8

9

4in

11in

1

1

2

in

3in

45°

20in c/c

7

16

in HOLE

FOR LOCK

CHAMFERED

EDGE

3

1

16

in

c/c

3

1

16

in

c/c

9in CLASS 300 8-HOLE

3

4

in HOLES. GATE FLANGE & RECEPTACLE FLANGE TO MATCH.

GRADE 8 BOLT approx. 12in x

5

8

in

WITH CHAIN TO RECEIVER

20

in

2

4

i

n

INSTALLATION OF PRECAST CONCRETE RECEPTACLE TO BE ON COMPACTED BASE WITH COMPACTED BACKFILL.

INSTALL 42in (1050mm) TO ASPHALT SURFACE.

110in

FOR RAILWAY CROSSING GATES:

SIGN MOUNTING TABS:

1

4

in x 2in x 1in with

3

8

in HOLE (6.3mm x 50mm x 25mm with 9.4mm HOLE).

SIGN:

3

4

in. (19mm) PLYWOOD BACKED, ALUMINUM, REFLECTIVE SIGNS ON EACH BARRIER.

RMOW TO PROVIDE WORDING AS REQUIRED.

RAILING: SCHEDULE 40 3

1

2

in O.D. w/PIPE FLANGE POWDER COATED - "SAFETY YELLOW".

RECEPTACLE: SCHEDULE 40 3

1

2

in I.D. w/PIPE FLANGE POWDER COATED - "SAFETY YELLOW".

PRIMER COATED REBAR OR SLIP STOP WELDED TO SIDE.

NOTES:

1

DRILLED ROUND STOCK

8

i

n

30in

DWG. NO.: R8-B

DATE: FEBRUARY 2015


SCALE: N.T.S.

DRAWN BY: BL

VALLEY TRAIL GATE

36

in

12in

G

R

A

D

E

9in

3

4

in HOLE

40in

GRADE

42in

GRADE

28in

HOLE FOR LOCK

2

3

4

5

6

5

2

5

2

6

4

6

3

22in

20in

1

1in ROUND BUTTONS

G

R

A

D

E

WELDED 3/8in

(9.4mm) CHAIN

TO INGROUND TUBE

10in M

IN

.

250m

m

RECEPTICLE IS

SCHEDULE 40 4in

(100mm) I.D.

OPEN END WILL

ALLOW DRAINAGE

MEDIUM DRAINAGE

WELDED PIECE OF

REBAR FOR CONCRETE

PAVEMENT "DEAD-FLUSH" WITH

TOP OF INGROUND TUBE

2

4

in

6

0

0

m

m

18in

450m

m

2

4

in

6

0

0

m

m

48in

1200m

m

VALLEY TRAIL POST

WELDED CAP

POP RIVETS

DWG. NO.: R9

DATE: JANUARY 2003

VALLEY TRAIL POSTS


SCALE: N.T.S.

DRAWN BY: BL

12in

300m

m

18in

450m

m

1.5in x 0.25in x 4in

(37 x 6 x 100)mm

TAB w/3/8in (9mm)

HOLE IN TOP 1/3

GRADE

4in (100mm) I.D. SCHEDULE 40 PIPE w/CUP OR PIPE

PIECE FOR WINTER STORAGE OF CHAIN FOR SNOW PLOWING.

PLAN VIEW OF INGROUND TUBE

FLUORESCENT ORANGE

TRAFFIC MARKER TUBES

AS SUPPLIED BY

INTER PROVINCIAL

TRAFFIC SIGNS LTD.

POP RIVETED TO 3.5in

O.D. SCHEDULE 40

PIPE w/3/4 x 3/16in

POP RIVETS.

REFLECTIVE STRIPES

2 - LANES

2 - LANES

1.2

OPEN DRAINAGE

CURB AND GUTTER

2.5

HY

DR

O/

TE

L

ST

OR

M

GA

S

5.0

2.0

2.0%

2.5

5.0

2.0%

1.5

6.0

DWG. NO.: R10

DATE: JANUARY 2003

LOCAL ROADS - 2 LANES


WA

TE

R

SCALE: N.T.S.

DRAWN BY: BL

SA

N

3.0

2.0%

R.O.W.

8.0

7.0

2.0

HY

DR

AN

T

1.0

20.0

3.0

2.0%

7.0

R.O.W.

8.0

20.0

1.5

1.0

4.5

L

C

L

C

L

P

L

P

L

P

L

P

2 - LANES

2 - LANES

1.2

OPEN DRAINAGE

CURB AND GUTTER

2.15

HY

DR

O/

TE

L

BO

ULE

VA

RD

SID

EW

ALK

GA

S

ST

OR

M

1.55

5.0

1.5

ALTERNATIVE

2.0%

2.5

5.0

2.0%

4.0 2.0

DWG. NO.: R11

DATE: JANUARY 2003

COLLECTOR ROADS - 2 LANES


ST

LIG

HT

SCALE: N.T.S.

DRAWN BY: BL

SA

N

WA

TE

R

3.0

2.0%

R.O.W.

9.0

7.0

2.0

1.7

HY

DR

AN

T

1.0

3.5

3.0

2.0%

7.0

R.O.W.

8.0

20.0

2.0

1.0

4.0

L

C

L

C

L

P

L

P

L

P

L

P

3 - LANES

3 - LANES

1.2

OPEN DRAINAGE

CURB AND GUTTER

3.15

2.0

HY

DR

O/

TE

L

BO

ULE

VA

RD

SID

EW

ALK

GA

S

ST

OR

M

1.55

5.0

1.5

ALTERNATIVE

2.0%

2.0

5.0

2.0%

4.5 2.0

DWG. NO.: R12

DATE: JANUARY 2003

COLLECTOR ROADS - 3 LANES


ST

LIG

HT

SCALE: N.T.S.

DRAWN BY: BL

SA

N

WA

TE

R

3.0

2.0%

R.O.W.

12.0

9.5

2.0

1.7

HY

DR

AN

T

1.5

3.5

25.0

3.0

2.0%

9.5

R.O.W.

12.0

25.0

2.0

1.5

4.5

L

P

L

P

L

P

L

P

L

C

L

C

3 - LANES

3 - LANES

1.2

OPEN DRAINAGE

CURB AND GUTTER

3.15

2.0

HY

DR

O/

TE

L

BO

ULE

VA

RD

SID

EW

ALK

GA

S

ST

OR

M

1.55

5.0

1.5

ALTERNATIVE

2.0%

2.0

5.0

2.0

2.0%

6.5

6.5

DWG. NO.: R13

DATE: JANUARY 2003

ARTERIAL ROADS - 3 LANES


ST

LIG

HT

SCALE: N.T.S.

DRAWN BY: BL

SA

N

WA

TE

R

3.0

2.0%

R.O.W.

12.0

9.5

1.7

HY

DR

AN

T

1.5

6.5

25.0

3.0

2.0%

9.5

2.0

R.O.W.

12.0

25.0

1.5

L

C

L

C

L

P

L

P

L

P

L

P

4 - LANES

4 - LANES

1.2

OPEN DRAINAGE

CURB AND GUTTER

2.5

2.0

HY

DR

O/

TE

L

SID

EW

ALK

GA

S

ST

OR

M

3.5

1.7

2.0%

2.5

2.0

3.5

1.5

2.0%

3.0

DWG. NO.: R14

DATE: JANUARY 2003

ARTERIAL ROADS - 4 LANES


SID

EW

ALK

SCALE: N.T.S.

DRAWN BY: BL

SA

N

WA

TE

R

3.0

2.0%

R.O.W.

16.0

9.5

1.7

ST

LIG

HT

HY

DR

AN

T

1.5

2.5

25.0

3.0

2.0%

9.5

1.5

R.O.W.

16.0

25.0

0.8

2.5

3.0

L

P

L

P

L

P

L

P

L

C

L

C

UTILITY DIMENSIONS SHOWN ARE FOR NEW ROAD

CONSTRUCTION. SPECIAL CONSIDERATION IS REQUIRED

WHEN WIDENING AN EXISTING ARTERIAL ROAD.

1.3

HY

DR

O/T

EL

SID

EW

ALK

GA

S

7.2

4.0

WA

TE

R

SA

N

ST

OR

M

NOTES:

1.2 3.0

0.55

2 - LANES

2%

1.7

2%

8.0

DWG. NO.: R15

DATE: JANUARY 2003

ARTERIAL ROADS - 4 LANES DIVIDED


SCALE: N.T.S.

DRAWN BY: BL

ST

LIG

HT

/M

ED

IA

N

HY

DR

AN

T

GA

S

SID

EW

ALK

1.3

0.5

2%

4.5

2%

2 - LANES

8.0

R.O.W.

25.0

1.7 0.55

L

C

L

P

L

P

STRATA : LEVEL 1

ACCESS ROUTE SERVING 1-2 UNITS

300mm GRANULAR SUB-BASE

150mm GRANULAR BASE

80mm ASPHALT (2 LIFTS)

CRUSHED SHOULDER GRAVEL


STRATA : LEVEL 2

DETAIL 'A'

DETAIL 'A'

1.0

2.0%

DETAIL 'A'

0.5

1.0

2.0%

DWG. NO.: R16

DATE: JANUARY 2003

STRATA ROADS - LEVELS 1 AND 2


SCALE: N.T.S.

DRAWN BY: BL

6.0

2.0%

1.0

3.0

R.O.W.

2.0%

1.0

0.5

R.O.W.

4.0

L

P

L

P

L

P

L

P

L

C

L

C

1.0

2.0%

DWG. NO.: R17

STRATA ROADS - LEVEL 3


SCALE: N.T.S.

DRAWN BY: BL

6.0

2.0%

1.0

R.O.W.

8.0

NOTE: FOR ROAD STRUCTURE DETAIL SEE STRATA ROAD - LEVEL 1.


OPEN DRAINAGE

CURB and GUTTER

1.0

2.0%

6.0

2.0%

1.0

R.O.W.

8.0

DATE: JULY 2008

L

C

L

C

L

P

L

P

L

P

L

P

NOTE: FOR ROAD STRUCTURE DETAIL SEE STRATA ROAD - LEVEL 1.

2.0

2.0%

2.85 1.0

2.0%

STRATA ROADS - LEVEL 4


SCALE: N.T.S.

DRAWN BY :BL

2.0%

8.0

12.0

2.0

7.3

R.O.W.

1.0

R.O.W.

15.0

2.85

OPEN DRAINAGE

CURB and GUTTER

ACCESS ROUTE SERVING OVER 10 UNITS

DATE: JULY 2008

L

P

L

P

L

P

L

P

L

C

L

C

DWG. NO.: R18

NOTE: 18.0m REQUIRED FOR FIRE TRUCK

TURN AROUND

DWG. NO.: R19

DATE: DECEMBER 2007

HAMMERHEAD for PRIVATE ROADWAY


SCALE: N.T.S.

DRAWN BY: BL

3.0

3.0

3.0

3.0

1.0

1.0

1.0

1.0

18.0m

18

.0

m

Curb

Return

R=9.0m

ROAD CUT LIMITED TO ONE SIDE OF CENTRELINE

DWG. NO.: R20

DATE: MARCH 2009

ROAD CUT OVERLAY


SCALE: N.T.S.

DRAWN BY: BL

CUT AREA VARIES

ROAD CUT STRADDLING CENTRELINE

1.5m MINIMUM RESTORATION

CUT AREA VARIES

1.5m MINIMUM RESTORATION

SITUATION A

SITUATION B

NOTE:

Refer to Sections 02512 of the Master Municipal Construction Document for detailed specifications.

200mm

MINIMUM

200mm

MINIMUM

200mm

MINIMUM

200mm

MINIMUM

OVERLAY

AREA

L

C

L

C

LOCATION OF COVER

AND RUNGS TO

SUIT MUNICIPAL

STANDARDS

MANHOLE BASE

REINFORCED WITH

152x152 MW11.1 x

MW11.1 W.W.M.

WHERE POSSIBLE USE

HALF SECTIONS, OR

BREAK OUT TOP HALF

OF PIPE

STEEL TROWEL FINISH

ON SURFACE

SECTION A-A

DROP MANHOLE TYPE I

CONCRETE PLACED

ON UNDISTURBED

SOIL.

150 MIN.

H=

45

0

MIN

.

SECTION A-A

DROP MANHOLE TYPE II

450

75

CONCRETE PLACED

ON UNDISTURBED

SOIL.

150 MIN.

75 MIN. CONC.

COVER ON BELL

FLOW THROUGHS

"X"

14

75

HA

LF

S

EC

TIO

N

OF

T

IL

E

PLAN AT "X-X" SHOWING DROP

450

75

H =

9

00

M

IN

.

75

"X"

1475

A

R.

525

A

WHERE M.H. BASE EXCAVATION EXTENDS BEYOND BASE DIMENSION,

THE OVER EXCAVATION SHALL BE FILLED WITH CONCRETE TO 100 BELOW

THE BOTTOM OF THE PIPE AND FOR THE WIDTH OF THE TRENCH.

PRECAST REINFORCED CONCRETE BARREL

CONC

GROUT

12 R

SECTION B-B

TYPICAL MANHOLE

INVERT CHANNELLING IN MANHOLE

DWG. NO.: S1

STANDARD MANHOLE DETAILS


CONCRETE BASE

SCALE: N.T.S.

DRAWN BY: BL

75

DEPTH OF BEDDING

MATERIAL 100

SLOPE 8:1

BOTH SIDES

TO MEET ASTM C-478

AND C-497 LOAD AND

MANUFACTURING REQUIREMENTS

RUNG DETAIL

15

0

50

0

MA

X

15

0

MIN

20

0

MIN

MINIMUM SLOPE 1:8

BOTH SIDES

19Ø STEEL GALV.

RUNGS AT 300 c/c.

CAST IN WALL OF

BARREL SECTION

CONC. BENCHING

SEE DETAIL BELOW

20

0

100H

AL

F S

EC

TIO

N

OF

T

IL

E

FLOW THROUGHS

PROVIDE PLUGGED

STUB FOR ALL

FUTURE EXTENSIONS

MANHOLE COVER AND FRAME.

M.H. COVER TO SUIT GRADE

OF ROAD SURFACE

50

BRICK FILLER RING.

MORTAR IN AND OUT.

BUILD UP TO SUIT GRADE.

TWO LAYERS MIN 125

FOUR LAYERS MAX 250.

2 - 300 SECTIONS

REQUIRED

A

S

R

E

Q

'

D

400

20

MORTAR

1050 DIA.

19Ø

STEEL

PLAN

ALL PIPES TO BE

GROUTED FLUSH

WITH INSIDE OF

MANHOLE WALL.

SPOOL PIECE

JOINT 1.0m

FROM MH WALL

B

R.

525

1475

14

75

500mm MAX

PRECAST REINFORCED

CONCRETE BARREL

RUBBER SEAL OR

MASTIC SEAL; JOINTS

GROUTED INSIDE

AND OUTSIDE

MORTAR IN

OPENINGS

CONCRETE COVER SLAB

TO BE REINFORCED TO

MEET H2O LOADING

REQUIREMENTS

LOCATION OF COVER

AND RUNGS TO

SUIT MUNICIPAL

STANDARDS

B

NOTE: NO INSIDE DROP

MANHOLES PERMITTED

150 MIN.

150 MIN.

DATE: JULY 2008

**50 x 100 PAINTED RED WITH DEPTH FROM TOP OF STAKE TO

INVERT OF SERVICE PAINTED TO THE NEAREST 25mm.

STAKE TO BE LOCATED ON PROPERTY LINE OR EASEMENT LINE.

(RISING)

SERVICE CONNECTION

300

MIN

PIP

E Z

ON

E

(T

YP

IC

AL)

SERVICE CONNECTION

(NON-RISING)

300

MIN

1.5m

M

IN

IM

UM

CO

VE

RA

GE

45° SWEEP

CONCRETE BEDDING UNDER

CONCRETE BEDDING UNDER

22

1

2

° SWEEP WHERE REQUIRED

VERTICAL TRENCH TO EXTEND

AT LEAST 100mm ABOVE PIPE.

MAX. TRENCH WIDTH BELOW

THIS LEVEL = d + 750mm

100mm MIN BEDDING UNDER PIPE.

150mm MIN OVER ROCK OR BLASTED ROCK.

DWG. NO.: S7-A

SANITARY & STORM SERVICE CONNECTION


SCALE: N.T.S.

DRAWN BY: BL

LINE OF EXCAVATION

100 M

IN

100 MIN

**IF THE SERVICE IS LOCATED WHERE THE

STAKE MAY BE A HAZARD TO PEDESTRIANS

OR TRAFFIC, IT SHALL ONLY BE BROUGHT

TO GROUND SURFACE.

COMPACTED BEDDING MATERIAL MIN DEPTH 100 BELOW PIPE

OR 150 OVER ROCK OR BLASTED ROCK

PIPE GRADE AS SPECIFIED

SEE SPECIFICATIONS REGARDING

SURFACE RESTORATION

22 1/2° SWEEP

WHERE

REQUIRED

WYE

INSPECTION CHAMBERWATERTIGHT

CAP

1000

FACTORY

INSTALLED

PLUG

NOTE: NEW CONNECTIONS TO EXISTING SEWERS SHALL BE

MADE USING A WYE CONNECTION WITH RIGID COUPLERS.

DATE: JULY 2008

L

P

L

C

DRAWN BY: BL

SCALE: N.T.S.


SANITARY SERVICE INSPECTION CHAMBER

DWG. NO.: S7-B

CASE 4:

GRAVEL

DRIVEWAY

300mm

CONCRETE

SURROUND

15

0m

m

CASE 3:

ASPHALT/CONCRETE

DRIVEWAY

INSPECTION CHAMBER

RIP-RAP

600mmØ MIN

(AS REQUIRED)100mm

CASE 1:

SANITARY SERVICE INSPECTION

CHAMBER IN NON TRAVELLED AREA.

CAST

IRON LID

LOCKING INSPECTION

CHAMBER LID

4-CONCRETE JUMBO BRICKS

305x508 CONCRETE PULL BOX

37 SERIES BROOKS PRODUCTS LTD.

OR APPROVED EQUIVALENT WITH STEEL

CHEQUER PLATE LID PERMANENTLY

MARKED "SANITARY" AS REQUIRED.

CASE 2:

INSTALLATION

IN BOULEVARD

FACTORY INSTALLED PLUG

10

0m

m

DR35 PVC RISER

CUT TO SUIT

INSTALLED DEPTH

FLOW

2.0% MIN

200mm

200mm

15

0m

m

NOTES:

-INSPECTION CHAMBER FITTING

WITH FACTORY INSTALLED PLUG,

LERON PLASTICS PART #70A4PPAF

OR EQUIVALENT

-200MM INSPECTION CHAMBER LID

ADAPTER LOCKING, LERON PLASTICS

PART #73AL08HSL OR EQUIVALENT

-200MM RED LOCKING INSPECTION

CHAMBER LID, LERON PLASTICS

PART #71ABLID08RGL OR EQUIVALENT

DATE: JULY 2008

975

150

600

600

900

375

150

625

600

375

GROUT ON BOTH INSIDE

AND OUTSIDE JOINTS

PRECAST CONCRETE PIPE

SECTIONS 750 I.D. x 600

A.S.T.M C-76

DWG. NO.: S12

DATE: JANUARY 2003

100mm GRAVEL BEDDING

COMPACTED TO 95%

MODIFIED PROCTOR DENSITY

CONCRETE BASE SLAB ON

SUBGRADE REINFORCED WITH

152x 152MW11.1xMW11.1 W.W.M

DITCH CATCH BASIN DETAIL


SCALE: N.T.S.

DRAWN BY: BL

PRECAST CONCRETE LID

GRATE TO BE INSTALLED

FLUSH WITH DITCH GRADE.

EMBOSSED WITH FISH SYMBOL.

GRATING AND FRAME SHALL BE

DOBNEY B23 AND B24 OR

APPROVED EQUIVALENT.

RIGHT OR LEFT FLOW ARROWS

DENOTE STREET LOCATION.

2

0

0

t

o

2

5

0

L

TO SUIT

WALL HEIGHT TO BE DETERMINED

BY FIELD CONDITIONS

GUARD RAIL (WHERE REQ'D)

BOTTOM OF EXIST.

WATERCOURSE

SEE BAR

DETAIL "D"

d

MIN

1

2

d

SECTION A-A

250

300

GROUTED

ROUND

ENTRANCE

200

45°

250

150

250

300

d

A

2

5

0

PLAN

d +

300

A

B

C

D

E

F

50

200 C.C.

1

5

0

0

M

I

N

.

G

50

200

300

DETAIL OF BARS B, C, E, F

DETAIL OF BARS A, D, G

NOTE: FOR OUTLET USE REVERSE SLOPE OF BASE SLAB.

DWG. NO.: S13

DATE: JANUARY 2003

STANDARD ENTRANCE/OUTLET HEADWALL


SCALE: N.T.S.

DRAWN BY: BL

TACKWELD

75

TACKWELD

V

A

R

I

E

S

V

A

R

I

E

S

RIP-RAP ROCK AS REQUIRED

TO INTERCEPT ENTIRE WATERCOURSE

FOR d>=600Ø OR AS REQUIRED BY ENGINEER:

20mm STEEL BAR GRILL (SEE

DETAIL FOR INDIVIDUAL BARS).

ALL STEEL COMPONENTS TO BE

HOT DIPPED GALVANIZED

AFTER FABRICATION.

INLET DETAIL

A

REINFORCING STEEL TO CSA

G-30.18-M92 GRADE 400.

AS REQUIRED TO SPAN DITCH

MAXIMUM CULVERT LENGTH AND/OR

DRIVEWAY WIDTH=11.0 METRES

DRAINAGE SWALE

DRIVEWAY (SEE NOTE)

AS SPECIFIED

DWG. NO.: S15

DATE: SEPTEMBER 2012

DRIVEWAY CULVERT & HEADWALL


SCALE: N.T.S.

DRAWN BY: BL/JD

CONCRETE

HEADWALL

EDGE OF

PAVEMENT

ROAD SHOULDER

WING WALLS IF

REQUIRED TO

CONTAIN SLOPE

NOTE:

ALL DRAINAGE FROM DRIVEWAY AND

PRIVATE PROPERTY TO BE DIRECTED

TO DITCH BY CROWN AND /OR SWALE.

NO DRAINAGE TO STREET .

ONLY ONE (1) DRIVEWAY ACCESS

PERMITTED PER RESIDENCE .

PLAN VIEW

1.0

m

MIN

.

TO

P O

F D

IT

CH

1.8m

1.0m

MIN.

AS SPECIFIED

1.0

m

MIN

.

L O

F R

OA

D

C

ELEVATION

CONCRETE WALL > 1.2 METRE HEIGHT - 250mm THICK

CONCRETE WALL < 1.2 METRE HEIGHT - 200mm THICK

15

0m

m M

in

.

DRIVEWAY

AS

R

EQ

UIR

ED

CULVERT, SIZE AS REQUIRED

25mm BELOW ROAD

AT SHOULDER

REINFORCED WITH 10mm BARS

@ 300mm SPACING EACH WAY

1

.

5

:

1 1

.

5

:

1

L

P

L

P

FOR TYPE 'A' CURB SET HOOD 150mm ABOVE GUTTER INVERT

FOR TYPE 'B' CURB SET HOOD 100mm ABOVE GUTTER INVERT

SECTION A-A

SCALE: N.T.S.

DRAWN BY: BL

2

4

0

m

m

A

4

0

5

m

m

GUTTER INVERT

1

6

5

m

m

SIDE INLET CATCH BASINS ARE TO BE

USED AT SAG POINTS AND AS REQUIRED

BY THE MUNICIPAL ENGINEER.

900Ø BARRELS REQUIRED FOR SIDE INLETS.

ADDITIONAL CATCH BASIN GRATE

INFORMATION SUPPLIED ON RMOW

STANDARD DRAWING S12

SIDE INLET CATCH BASIN/CURB DETAIL (TYPE A & B CURBS)


NOTES:

DWG. NO.: S16

1

2

5

m

m

A

V

A

R

I

E

S

DOBNEY FOUNDARY

B 24ADJUSTABLE CB FRAME

AND HOOD OR APROVED EQUAL .

REFER TO RMOW STANDARD DRAWING No.C4

SET CB GRATE 25mm BELOW

GUTTER ELEVATION.

S

T

A

N

D

A

R

D

C

U

R

B

TYPE 'B'

CURB FACE/GUTTER LINE

SET VERTICAL FACE OF SIDE INLET

165mm BACK FROM CURB FACE.

SET HOOD FLUSH WITH

TOP OF CURB.

TYPE 'A'

165

S

T

A

N

D

A

R

D

C

U

R

B

2

.

0

m

T

R

A

N

S

I

T

I

O

N

2

.

0

m

T

R

A

N

S

I

T

I

O

N

DATE: JULY 2008

EXTEND CONCRETE TO MATCH CASTING1

EXPANSION JOINT2

KEEP FLUSH WITH CURB FACE3

1

1

2

2

3

1

165

STANDARD MANHOLE FRAME AND COVER

MARKED "STORM" TO SUIT

REMOVE LIFTING STRAPS

AND GROUT FLUSH

WITH BARRELL WALL

BENCH TO CROWN

OF HIGHEST PIPE

DETAILS ARE DRAWN FOR PRECAST RISERS ON CAST-IN-PLACE BASE. PRECAST BASES APPROVED

BY ENGINEER ARE ACCEPTABLE.

MAXIMUM DEPTH TO FIRST RUNG IS 500mm WHEN HANDHOLD IS INSTALLED BETWEEN TOP AND FIRST

RUNG, MAXIMUM DEPTH MAY BE INCREASED TO 660mm.

REFER TO RMOW STANDARD DRAWING S1 FOR STANDARD MANHOLE CONSTRUCTION DETAILS.

REFER TO CONTRACT DRAWINGS AND SECTION 02725 FOR DETAILED SPECIFICATIONS.

1.

2.

3.

4.

NOTE:

INSIDE PIPE DIA.

300mm and 400mm

450

525 and 600

675 and 750

900 and 1050

1200 and OVER

INSIDE MANHOLE DIA.

900mm

1050

1200

1350

1500

RISER MANHOLE

STANDARD 1050mm MANHOLE

DWG. NO.: S17

DATE: JANUARY 2003

STANDARD CLEANOUTS for DRIVEWAY CULVERTS

SCALE: N.T.S.

DRAWN BY: BL

MINIMUM 100mm BEDDING GRAVEL

COMPACTED TO 95%MODIFIED

PROCTOR DENSITY .

150

150

8

1

650

SURROUNDS

PERIMETER

200

GROUT INSIDE

AND OUTSIDE

JOINTS

300

100

500

MA

X


DUPLEX SUBMERSIBLE PUMP STATION TO BE DESIGNED BY

A PROFESSIONAL ENGINEER TO MUNICIPAL STANDARDS.

TOP TO BE 250mm ABOVE SURROUNDING GROUND LEVEL.

ELECTRICAL CONTROL PANEL TO NEMA 4 STANDARD

AS WELL AS MUNICIPAL STANDARDS. INSTALLATION

TO BE IN ACCORDANCE WITH BC ELECTRICAL CODE.

CONNECT TO EXISTING 100mmØ

SANITARY SERVICE AT PROPERTY LINE

WITH 100mm X 50mm REDUCER.

MIN 1.5m COVER IN DRIVEWAYS

AND OTHER LOAD BEARING AREAS.

MIN 1.2m COVER IN NON LOAD

BEARING AREAS.

NOTE:

REFER TO RMOW STANDARD DRAWING -

SANITARY SERVICE CONNECTION (DWG. NO. S7)

FOR DETAILS ON RMOW SIDE OF PROPERTY LINE.

RESIDENCE PLUMBING TO CONNECT

TO RESIDENTIAL PUMP STATION AS

PER BC PLUMBING CODE.

PUMP POWER AND FLOAT

CONTROL CABLES.

RESIDENCE

VENT

50mmØ FORCEMAIN PIPING AS PER BC

PLUMBING CODE PRESSURE RATED FOR

MINIMUM 1.5X PUMP SYSTEM PRESSURE.

PIPE TO BE INSTALLED AS PER RMOW

STANDARD DRAWING - TYPICAL TRENCH

SECTION (DWG. NO. G5).

By PROPERTY

OWNER

DWG. NO.: S18

DATE: JANUARY 2003

RESIDENTIAL PUMP CONNECTION TO GRAVITY MAIN

RESORT MUNICIAPLITY of WHISTLER

SCALE: N.T.S.

DRAWN BY: BL

By RMOW

INSPECTION CHAMBER

FACTORY

INSTALLED

PLUG

L

P

L

P

DRAWN BY: PB

SCALE: N.T.S.


SANITARY INTERCEPT SUMP MANHOLE

DATE: APRIL 2003

DWG .NO .:S19

SURROUNDS

PERIMETER

200

10

0

REFER TO RMOW DWG S1

FOR STANDARD MANHOLE

CONSTRUCTION DETAILS

DETAILS ARE DRAWN FOR PRECAST RISERS ON CAST-IN-PLACE BASE. PRECAST BASES APPROVED BY ENGINEER

ARE ACCEPTABLE.

SUMP MANHOLE TO BE LOCATED AT PROPERTY LINE AND MAINTAINED BY CONTRACTOR UNTIL CONSTRUCTION

ACTIVITIES ARE COMPLETED. RMOW WILL INSTALL A PLUG IN THE SERVICE IF CONSTRUCTION DEBRIS ENTERS

MUNICIPAL SYSTEM.

REFER TO RMOW STANDARD DRAWING S1 FOR STANDARD MANHOLE CONSTRUCTION DETAILS.

REFER TO CONTRACT DRAWINGS AND SECTION 02725 FOR DETAILED SPECIFICATIONS.

MINIMUM 100mm BEDDING GRAVEL


PROCTOR DENSITY.

1.

2.

3.

4.

NOTE:

SUMP MANHOLE

DURING CONSTRUCTION

REMOVE LIFTING STRAPS

AND GROUT FLUSH

WITH BARRELL WALL

150

STANDARD MANHOLE FRAME AND

COVER MARKED "SAN" TO SUIT

650

150

30

0

BENCHED MANHOLE

AFTER CONSTRUCTION

COMPLETED

150

BENCH TO CROWN

OF HIGHEST PIPE

1

8

STANDARD 1050mm MANHOLE

50

0

MA

X

150

650

SURROUNDS

PERIMETER

200

30

0

10

0

50

0

MA

X

SU

MP

50

0

SERVICE BOX MUST BE A MINIMUM OF 100mm

ABOVE FINISHED GROUND IN NON TRAVELED AREAS

McAVITY STANDARD SERVICE BOX c/w

RIB COVER & 14mmØ ROD OR EQUAL.

19mmØ FORD CORP. STOP OR EQUAL.

150mmØ PVC CASING PIPE 600mm IN

LENGTH

NELSON BOX (FOR CASES 2 & 3)

WHERE EXTENSIONS ARE REQUIRED TO

MUNICIPAL SERVICE BOX, SUCH

EXTENTIONS SHALL BE NOT GREATER

THAN 1.50m. SERVICE ROD EXTENTION

SHALL BE 1.20m MAX IN LENGTH AND

SHALL BE ASPHALT OR EPOXY COATED.

NOTES:

ALL DUPLEX LOTS SHALL HAVE TWO

SEPARATE 19mmØ WATER SERVICE

CONNECTIONS.

4

3

2

1

CASE 1:

WATER SERVICE BOX IN

NON TRAVELLED AREA.

100mm

RIP-RAP

600mm Ø MIN

(AS REQUIRED)

WATER SERVICE BOX

100

DWG. NO.: W2-B

DATE: NOVEMBER 2007

RESIDENTIAL WATER SERVICE


BRASS COTTER PIN

SCALE: N.T.S.

DRAWN BY: BL

2

SE

RV

IC

E R

OD

3

1

1000

500

CASE 3:

ASPHALT/CONCRETE

DRIVEWAY

15

0m

m

CONCRETE

SURROUND

300mm

150

300

CASE 2:

GRAVEL

DRIVEWAY

SERVICE ROD

15

00

mm

(M

AX

)

4

5

5

1.8m

M

IN

IM

UM

3.0m

M

AX

IM

UM

MA

X 1.5m

L

P

METER ROOM

WATERMAIN

PROPERTY LINE

METER

ROOM

BUILDING

STANDARD for METERED CONNECTIONS

-METERS TO BE ACCESSIBLE

BY MUNICIPAL PERSONNEL FOR

INSPECTION AND MAINTENANCE.

-METERS TO BE SUPPLIED BY THE

OWNER TO THE MUNICIPALITY

AND REMAIN THE PROPERTY

OF THE MUNICIPALITY.

-METERS SHALL BE INSTALLED

IN ACCORDANCE WITH A.W.W.A.

C700 SPEC. IN A PROTECTED

FROST FREE LOCATION.

DWG. NO.: W2-C

DATE: MAY 2015

RESORT MUN. OF WHISTLER

SCALE: N.T.S.

DRAWN BY: BL

NOTE:

FIRE MAIN - 75mm or LARGER.

NO CONNECTIONS TO DOMESTIC

SUPPLY PERMITTED.

DOMESTIC SUPPLY MAIN

*METER -

BY-PASS LINE - VALVE NORMALLY

CLOSED, LOCKED &

SEALED.

PLAN

PROFILE

REMOTE RADIO FREQUENCY READABLE

WATER METER c/w LOCAL DISPLAY IN

CUBIC METERS.

*METER SHALL CONFORM TO BYLAW ________

APPENDIX C REQUIREMENTS.

*EXTERNAL RADIO FREQUENCY

COMMUNICATION MODULE

(OPTIONAL)

1.8m

M

IN

. C

OV

ER

A

S S

PE

CIF

IE

D

ROUND GUIDE

TYPE BUSHING

1.20m

M

IN

1.50m

M

AX

50Ø SOCKET AND PIN

GATE VALVE OPERATING NUT

GATE VALVE BONNET

DWG. NO.: W3

DATE: JANUARY 2003

VALVE BOX ASSEMBLY


SCALE: N.T.S.

DRAWN BY: BL

GRANULAR BEDDING

150

SELF CENTERING VALVE COVER.

MODEL VC212 THREE DIMENSIONAL

CONTRACTING INC. OR

APPROVED EQUAL.

CROP LENGTH OF PIPE TO SUIT 150Ø

ALLOWANCE FOR MOVEMENT

PAVEMENT SURFACE TO BE SEATED

AROUND FLANGE AND HAND

COMPACTED. FINAL ELEVATION

ACHIEVED WITH TWIN DRUM ROLLER

N.T. VALVE BOX

(TERMINAL CITY IRONWORKS)

100

UNDISTURBED SOIL

1.07mØ x 0.61m EXPOSED AGGREGATE

PRECAST MANHOLE SECTION.

(FILL WITH DRAINROCK)

STORZ

NOZZLE

COMPRESSION TYPE HYDRANT

HYDRANT SNOW MARKER (FLANGE MOUNTED - NOT CAP MOUNTED)

12mmØ GALV. STEEL BAR, 3.2 STEEL PLATE (PAINTED RED)

19Ø or 25Ø STAINLESS STEEL TIE

RODS AS SPECIFIED BY ENGINEER

TO SUIT TEST PRESSURE

300 x 300 x 50 CONCRETE FOOTING

600 DEEP x 600Ø CIRCLE (0.18 cu.m) OF DRAIN ROCK

WITH 200 COMPACTED LAYER BELOW HYDRANT DRAIN

NOTES:

- CULVERT TO BE SIZED TO CARRY

DITCH DESIGNED FLOWS. LENGTH 2.0m

C/W CONCRETE HEADWALLS

- COMPACT BEDDING TO 95% MODIFIED PROCTOR

- FOR INSTALLATION OF VALVE BOX

SEE RMOW STANDARD DWG W3

DRAIN ROCK

0.305m

HYDRANT

EXTENSION

150

BERM

1.0m

ALL

AROUND

450 M

IN

.

150Ø STUB

2.0m

APPROVED HYDRANTS :

- T.C.I.W. C-71P EXTENDED BODY

COMPRESSION TYPE HYDRANT

- CANADA VALVE "CENTURY"

- CLOW CANADA "BRIGADIER M93"

DWG. NO.: W4

DATE: JANUARY 2003

STANDARD HYDRANT ASSEMBLY


SCALE: N.T.S.

DRAWN BY: BL

VARIES

ROAD

150 FLG.

BRANCH

ON TEE

CULVERT (SEE NOTE)

TO BE 0.75m ABOVE

FINISHED GRADE

AT HYDRANT

150 GATE VALVE

FL. x HUB

N.T. VALVE BOX (TERMINAL

CITY WATERWORKS)

1.8m

M

IN

. C

OV

ER

WRAP PIPE WITH

12mm FLEXCELL

THROUGH MANHOLE

WALLS.

1050mm PRECAST

MANHOLE SECTIONS

c/w GALVANIZED

LADDER RUNGS

"CURB STOP" STYLE

BALL VALVE

50mmØ 'APCO' AIR

RELEASE VALVE OR

EQUAL

150

1.0 cu. m +/-

DRAIN ROCK

C.I. BOLT DOWN FRAME & COVER

DOBNEY C-18B MARKED "WATER"

1800 M

IN

.

PRECAST CONC. LID

20MPa CONCRETE BASE

100mm GRANULAR PIPE BEDDING

COMPACTED TO 95% MPD

ENCASE VALVE WITH 50mm THICK

RIDGED BLUE STYROFOAM SM.

WRAPPED IN DUCT TAPE.

FILL ENCASEMENT WITH STYROFOAM

CHIPS FOR ADDED FROST PROTECTION.

50 GALVANIZED PIPE VENT

DWG. NO.: W6-A

AIR RELIEF STATION


SCALE :N.T.S.

DRAWN BY: BL

100 x 100 MARKER POST

PAINTED WHITE & SECURED

TO VENT. POST TO BE

LOCATED BEHIND DITCH.

1000

1200

DOUBLE STRAP STAINLESS

STEEL SADDLE.

*ALL "WATER CONTACT" FITTINGS TO BE BRASS OR OTHER APPROVED MATERIAL.

*NO BLACK IRON OR GALVANIZED PIPE OR FITTINGS.


50mm Ø 'APCO' AIR

RELEASE VALVE OR

EQUAL

WRAP PIPE WITH

12mm FLEXCELL

THROUGH MANHOLE

WALLS

1050mm PRECAST

MANHOLE SECTIONS

c/w GALVANIZED

LADDER RUNGS

1.0m³ +/- DRAIN ROCK

150

C.I. BOLT DOWN FRAME & COVER

DOBNEY C-18B MARKED "WATER"

1800 M

IN

.

PRECAST CONC. LID

50mmØ PVC PIPE VENT

100mm GRANULAR PIPE BEDDING


PROCTOR DENSITY.

20MPa CONCRETE BASE

ENCASE VALVE WITH 50mm THICK

RIDGED BLUE STYROFOAM SM .

WRAPPED IN DUCT TAPE .

FILL ENCASEMENT WITH STYROFOAM

CHIPS FOR ADDED FROST PROTECTION .

DWG. NO.: W6-B


AIR RELIEF STATION - SPECIAL CASE


SCALE: N.T.S.

DRAWN BY: BL

COUPLING

PVC DUCT CAST

IN BASE

1000

LAMP

STANDARD

BASE

DOUBLE STRAP STAINLESS

STEEL SADDLE.

"CURB STOP" STYLE

BALL VALVE

*ALL "WATER CONTACT" FITTINGS TO BE BRASS OR OTHER APPROVED MATERIAL.

*NO BLACK IRON OR GALVANIZED PIPE OR FITTINGS.

100 x 200 x 200

CONCRETE BLOCK

GALVANIZED CAP C/W 50mm VALVE NUT WELDED TO

CAP OR 2" FIP x 2

1

2

" BCSTD ADAPTER w/HYDRANT CAP

50Ø PE SERIES 200

FLANGE & CAP TO BE

RESTRAINED AS PER RMOW

STANDARD DRAWING W12-C;

OR SADDLE & CORP. STOP.

VALVE OPERATING NUT

CROP LENGTH OF PVC

PIPE TO SUIT 150Ø

50Ø BRASS PIPE

ALLOWANCE FOR

MOVEMENT

N.T. VALVE BOX

(TERMINAL CITY IRONWORKS)

RECTANGULAR TELESCOPIC VALVE BOX (T.C.I.)

150

CONCRETE

THRUST BLOCK

DWG. NO.: W8

STANDARD BLOW OFF ASSEMBLY


SCALE: N.T.S.

DRAWN BY: BL

450

DRAIN

ROCK

50mm GATE VALVE

1

NOTES:

CORPORATION STOP TEED INTO BLOW OFF ASSEMBLY TO PROVIDE DRAINAGE

(PLAN VIEW SHOWN AT BOTTOM OF PAGE)

1.

1

DATE: NOVEMBER 2011

50Ø GATE VALVE

NOTE 1. IN PLAN VIEW:

CORP. STOP

DRAWN BY: BL

SCALE: N.T.S.


PIGGING PORT

DATE: JULY 2003

DWG. NO.: W11

900mm mh RING, CASTING

AND LID ASSEMBLY (TYP.)

NELSON BOX

(TYPICAL)

FLANGE with 2" TAPPING; 2" RED AND

WHITE TYPE GATE VALVE or EQUAL;

NIPPLE & CAP

D.I. or PVC PIPE

PVC RISER (TYP.)

GATE VALVE

END OF LINE

90° BEND

HUBxHUB

PIPE SIZE TBD

3

4

SADDLE TO

CURB STOP

AND CURB

BOX (TYP.) TO

FACILITATE

DRAINAGE

INTO ROCK PIT.

2 -

3

4

" SS RODS

TO TIE FIELD FLANGE

TO 90° BEND

15

0

CONCRETE

THRUST BLOCK

30

0

CONTINUATION

AS ABOVE

TEE INSTALLATION

NOTE:

MATCH ALL FITTINGS TO FULL MAINLINE SIZE

1.8

m

15

0

FIELD FLANGE

MINIMUM THRUST AREAS FOR FITTINGS AT 150 psi PRESSURE AND FOR SOILS

WITH MINIMUM BEARING OF 9.75 t/m² (NOT TO BE USED FOR SOFT CLAY, MUCK, PEAT, etc.).

TABLE 1. MINIMUM THRUST AREAS

*REFER TO DWG NO. W1-B FOR ADDITIONAL ARRANGEMENTS.

REFER TO CONTRACT DRAWINGS FOR SPECIFIED BEARING AREAS OF THRUST BLOCKS AND/OR SPECIFIC

REQUIREMENTS NOT SHOWN ON THIS DRAWING.

PLACE 6 mil POLYETHYLENE ON INTERFACE BETWEEN CONCRETE AND FITTING.

PLACE 20 MPa CONCRETE AGAINST UNDISTURBED GROUND; KEEP CONCRETE CLEAR OF FITTING JOINTS.

SOILS AND CONDITIONS (WET) NOT MEETING MIN. BEARING OF 9.75 t/m² ARE TO BE REFERRED TO ENGINEER.

HORIZONTAL 45° BEND

900

1050

1450

1650

300

350

375

400

150

200

250

300

90° BEND

22

1

2

° BEND

45° BEND

NOTE:

NOTE: 1.

2.

3.

4.

300

350

375

400

300

350

375

400

300

350

375

400

150

200

250

300

TEE

150

200

250

300

150

200

250

300

600

750

1000

1200

450

600

825

900

450

600

750

900

TYPE OF FITTING

NOTE: ALL DIMENSIONS IN MILLIMETERS

HORIZONTAL 90° BEND

W

L

OUTSIDE

OF FITTING

TO BEAR-

ING FACE

FITTING

SIZE

DW¹

RECESS

IN TRENCH

WALL

W L

LENGTH

W

L

450

600

750

900

600

750

1000

1200

CROSS

450

600

750

900

DWG. NO.: W12-A

DATE: JANUARY 2003

THRUST BLOCK DETAILS


SCALE: N.T.S.

DRAWN BY: BL

CAPS AND

PLUGS (IF

NOT BOLTED)

450

600

750

900

REDUCER

45° WYE

225

300

450

450

450

600

750

900

150

200

250

300

300

400

500

600

450

600

750

900

450

600

750

900

450

600

750

900

*DIMENSIONS APPLY TO THE LARGER DIAMETER OF FITTING

TEE

FITTING

SIZE

TYPE OF

FITTING

HEIGHT

H D

OUTSIDE

OF FITTING

TO BEAR-

ING FACE

W

RECESS

IN TRENCH

WALL

L

W

LENGTH

L

L

W

300

350

375

400

150

200

250

300

300

350

375

400

300

350

375

400

300

350

375

400

150

200

250

300

150

200

250

300

150

200

250

300

L

HEIGHT

H

450

600

750

900

450

600

750

900

450

600

750

900

W¹

NOTE:

REFER TO TABLE ON RMOW STANDARD DWG. NO. W12-A FOR MINIMUM THRUST AREAS.

ENGINEER TO PROVIDE DIMENSIONS ON VERTICAL THRUSTS.

REDUCER OR LINE VALVE

CROSSNOTE:

WHERE GROUND CANNOT BE

EXCAVATED TO FREE STANDING

UNDISTURBED SOIL, PLANK SHEET

PILING SHALL BE DRIVEN TO PROVIDE

UNDISTURBED THRUST AREA. PILING

TO BE DRIVEN PRIOR TO EXCAVATING

FOR THRUST BLOCK AND SHOULD BE

USED ONLY BELOW THE PERMANENT

WATER TABLE.

L

L

CREOSOTED

PILING

W

H

WYE

L

L

L

6 mil POLYETHYLENE

TEE WITH VALVE

DWG. NO.: W12-B

DATE: JANUARY 2003

THRUST BLOCK DETAILS


SCALE: N.T.S.

DRAWN BY: BL

L

L

L

TEE WITH PLUG

W

L

L

W

L

MAX 45°

L

W

300 x 300 x 100

PRECAST CONCRETE

BLOCK

L

L

L

W¹

PIPE DIA. FOR PIPE SIZE

& MATERIAL SEE PLAN

TIE-RODS c/w

NUTS & WASHERS

CONCRETE ANCHOR WALL

20 MPa CONCRETE

REINF. 15 Ø @ 300 E.W. E.F.

EXCAVATION FOR ANCHOR WALL

SHALL BE BY HAND. GROUND

IN CONTACT WITH WALL SHALL

NOT BE DISTURBED.

NOTE: ALL EXPOSED IRONWORKS SHALL BE FIELD-COATED WITH 'DENSO PASTE & TAPE'

125x 125x 16x 660LG.

125 x 125 x 13 x 560 LG.

90 x 90 x 10 x 450 LG.

75 x 75 x 8 x 350 LG.

DIMENSION SCHEDULE

75 CL

300

250

200

150

A

PIPE DIA.

W

45Ø

55Ø

SECTION

20Ø

30Ø

B

TIE-RODS

75 CL

C

ANGLE IRON

300

MIN

.

W

1000

300

MIN.

PLAN

A

B

TAPPED CAP DETAIL

300

MIN.

PIPE BELL O.D.

+ (2 x B)

FOR STANDPIPE

SIZE SEE PLAN

DRILL 6mm LARGER.

DWG. NO.: W12-C

DATE: JANUARY 2003

STANDARD CAP THRUST ANCHOR


C 230 x 30 x 560 LG.

C 310 x 37 x 660 LG.

SCALE: N.T.S.

DRAWN BY: BL

C 200 x 21 x 450 LG.

C 150 x 19 x 350 LG.

D

CHANNEL IRON

D

50050Ø

600 60Ø

400

300

E

35Ø

25Ø

W

25 STYROFOAM

AROUND PIPE

BARREL

ANGLE IRONC

C

DRILL

E

W

ANGLE IROND

DRILL

W

EN

D V

IE

W

L

C

L

C

SADDLE LOCATED ON WELL DISCHARGE 1.5m

FROM PITLESS ADAPTER UNIT (CONFIRM LOCATION

OF SAMPLING BOX WITH ENGINEER IN FIELD)

FINISHED GRADE

DWG. NO.: W13

DATE: MARCH 2009

WATER SAMPLING STATION


SCALE: N.T.S.

DRAWN BY: BL

1.8m

M

IN

IM

UM

3.0 M

AX

IM

UM

LENGTH TO SUIT

MINIMUM 0.3m OF

20Ø DRAIN ROCK

BRICK TO ACCEPT

VALVE BOX FOOT

19Ø BRASS ELBOW

(F.I.P. x F.I.P.)

50

100

19Ø COPPER

PIPE

DRAIN VALVE

6Ø COPPER TUBING

PROVIDE 75Ø

SLEEVE FOR 19Ø

BRASS PIPE

2-15M

EACH WAY

1.07m x 0.61m EXPOSED AGGREGATE PRECAST MANHOLE SECTION

(FILL WITH DRAIN ROCK)

FIELD LOCATE AS APPROVED BY THE ENGINEER

ALUMINUM HOUSING WITH PADLOCK HASP

KUPFERLE SAMPLING STATION (ECLIPSE #88 OR APPROVED EQUAL)

CORROSION COATED TELESCOPING

VALVE BOX c/w ROD AND FOOT PIECE

19Ø STOP AND

DRAIN CURB VALVE

19Ø COPPER PIPE

SERVICE

SADDLE

19Ø M.I.PxM.I.P

COPPER NIPPLE

resort municipality of whistler concrete … · resort municipality of whistler scale: n.t.s ......

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