chain link fence - caledon · rail 3 - 100mm long, 10mm dia. lag screws. with washers, counter sunk...

300 MIN.

15

00

mm

F

AB

RIC

BOTTOM EDGE

KNUCKLED

20 MPa. (2500 psi)

CONCRETE FOOTING

230

12

20

60mm o.d. LINE POST

250 MIN.

12

00

300mm O.C.

FASTENERS

FASTENERS 450mm O.C.

KNUCKLED TOP EDGE

3.0m

42.9mm PIPE RAIL

89mm o.d. END OR

BRACE PANEL

WIRE MESH #9 GAUGE (3.6mm)

1.5"(38mm) BLACK VINYL COATED

42.9mm o.d. BRACE

CORNER POST

3.0m

TENSION BAR BANDS 300mm

O.C.

STEEL STRETCHER BAR

5X19mm MINIMUM

NO. REVISION

TOWN OF CALEDON

APR'D DATE

STANDARD No. 600

N.T.S.

JAN 00APR'D:

DRAWN:

BJMSCALE:

DATE:

CHAIN LINK FENCE

42.9mm o.d. BRACE, CONTINUOUS

1 BOTTOM BRACE CC JULY 03

CLEARANCE

40mm

PIPE WEIGHT

CCNOV. 062

NOTES:

1. ALL POST AND RAILS SHALL BE GALVANIZED

STEEL PIPE SCHEDULE 40 WEIGHT, WITH A

BLACK POLYETHYLENE COATING.

2. ALL REQUIRED FITTINGS AND HARDWARE

SHALL BE OF ALUMINUM ALLOY WITH

ELECTROSTATIC POWDER-COATED

POLYESTER AND A BLACK BAKED-ON FINISH.

3. LENGTH OF CORNER AND STRAINING POSTS

2.6m, LENGTH OF LINE POSTS 2.5m.

4. RUNS MORE THAN 150m ARE TO HAVE AN

89mm O.D. INTERMEDIATE STRAINING POST

WITH A 42.9mm O.D. BRACES IN BOTH

DIRECTIONS.

5. THE BARBED TOPS AND BOTTOM OF ALL

FENCING TO BE KNUCKLED OVER SUCH THAT

NO SHARP PROJECTIONS ARE VISIBLE OVER

THE TOP AND BOTTOM PIPE RAIL.

6. FOR GATE DETAIL SEE TOWN STANDARD 601.

7. ALL POST AND MESH TO LIE ON PRIVATE

PROPERTY;

8. NO ABOVE GROUND FENCE ELEMENTS SHALL

INTRUDE ONTO PUBLIC PROPERTY,

INCLUDING THE ROAD RESERVE.

STANDARD No. 900 NOW 600

JUNE 083

C.C.

1.0m MAX OPENING

18

29

GATE POST

GATE POST

33.3mm OD

PIPE BRACES

SEE NOTE 1

HINGE BOLT

FINISHED GRADE

CONCRETE

FOOTING

40mm -

75mm

CLEARANCE

SINGLE GATE

NOTES:

1. PIPE BRACES:

GATE LEAVES UP TO 1.8m WIDE - HORIZONTAL BRACE ONLY.

GATE LEAVES OVER 1.8m WIDE - BOTH HORIZONTAL AND VERTICAL BRACES.

2. ALL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE NOTED.

3. REFER TO STANDARD NO. 600 NOTES FOR ADDITIONAL REQUIREMENTS.

DRAWN:

TOWN OF CALEDON

NO. REVISION DATEAPR'D

APR'D:

STANDARD No. 601

DATE:

SCALE: N.T.S.

SINGLE GATE DETAIL

CHAIN LINK FENCE

JULY 17

12

20

mm

300mm

23

0m

m

HINGE BOLT

LOCKABLE SAFETY

LATCH

FRAME

MEMBER

DOUBLE GATE DETAIL

CHAIN LINK FENCE

10.0m MAX OPENING

18

29

200 MIN.

45

0

12

20

23

0

300

FINISHED GRADE

GATE POST

40mm - 75mm

CLEARANCE

FOOT BOLT

CONCRETE CENTRE

REST

HINGE BOLT

METAL GATE POST

33.3mm OD

PIPE BRACES

SEE NOTE

DOUBLE GATE

NOTES:

1. PIPE BRACES:

GATE LEAVES UP TO 1.8m WIDE - HORIZONTAL BRACE ONLY.

GATE LEAVES OVER 1.8m WIDE - BOTH HORIZONTAL AND VERTICAL BRACES.


3. REFER TO STANDARD NO.600. NOTES FOR ADDITIONAL REQUIREMENTS.

CONCRETE

FOOTING

DRAWN:

TOWN OF CALEDON


APR'D:

STANDARD No. 602

DATE:

SCALE: N.T.S.

JULY 17

LOCKABLE

SAFETY LATCH

FRAME MEMBER

HINGE BOLT

3600 TO 4800

12'-0" TO 16'-0"

3000

10'-0"

900

3'-0"

50 TO

100

2" TO

4"

NOTES:

1. 125 mm (5 in.) TOP DIAM. PRESSURE-TREATED WOOD

POSTS, OR COMMERCIAL STEEL POSTS, FOR CATTLE AND

HORSES USE 2400 mm (8 ft) TOTAL POST LENGTH FOR

SHEEP AND SWINE USE 2100 mm (7 ft) TOTAL POST

LENGTH.

2. CORNER AND BRACE POSTS, 150 mm (6 in.) TOP DIAM.

3. 100 mm (4 in.) N. DIAM. BRACE RIAL, NOTCHED AND

SPIKED INTO 2.

4. 4 mm (No. 9) BRACE WIRE, TWIST AT TWO LOCATIONS TO

TIGHTEN.

5. START FENCING AT CORNER POSTS

6. PAGE WIRE FENCING (SEE MANUFACTURER'S

SPECIFICATIONS) FOR CATTLE AND HORSES USE 1050-1200

mm (42-48 in.) HIGH FOR SHEEP

AND SWINE USE 800-900 mm (32-36 in.) HIGH.

7. OPTIONAL BARBED WIRE TOP STRAND, AT THE DISCRETION

OF THE TOWN.

8. CORNER - AND END-POST ANCHORS, WIRED AND SPIKED

TO POST.

9. ALL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE

NOTED.

FENCING DETAIL

PAGE WIRE

DRAWN:

TOWN OF CALEDON


APR'D:

STANDARD No. 603

DATE:

SCALE: N.T.S.

JULY 17

POST AND RAIL

FENCE DETAIL

STREET SIDE

50mm CHAMFER

CUT POST

PARK SIDE

50mm CHAMFER CUT POST

TOP

100mm x 150mm x 2100mm

ROUGH CUT SPF PRESSURE

TREATED POST SPACED AT

2400mm MAX.

FINISHED GRADE

19mm DIA. CRUSHED GRAVEL

COMPACTED IN 100mm LIFTS.

25mm DIA. WASHED ROCK

150

300

10

0

21

00

10

0

12

00

85

0

RAIL

3 - 100mm LONG, 10mm DIA.

LAG SCREWS. WITH WASHERS,

COUNTER SUNK 15mm, SPACED

75mm O.C., EACH CONNECTION.

1 - 50mm x 250mm x 4900mm

LONG SPF PRESSURE TREATED RAIL,

FASTENED ON STREET SIDE OF POST.

10

0

NOTES:

1. RAIL AND POST FACE TO LAY FLUSH TO EACH OTHER.

2. ALL CUT ENDS TO BE TREATED WITH WOOD PRESERVATIVE.

3. WHERE RAIL TERMINATES, CHAMFER CUT END AT 45 DEGREES.

4. ALL HARDWARE TO BE GALVANIZED.


3 - 100mm LONG, 10mm DIA.

LAG SCREWS. WITH WASHERS,

COUNTER SUNK 15mm, SPACED

75mm O.C., EACH CONNECTION.

DRAWN:

TOWN OF CALEDON


APR'D:

STANDARD No. 604

DATE:

SCALE: N.T.S.

JULY 17

WOOD SCREEN

FENCE DETAIL

POSTFENCE BOARDS

STRINGER

TRIM

2400 MAX.

1700

100 M

AX

1200

300

100

100

TRIM

STRINGER

POST

FENCE BOARDS

TYPE HS, 30 MPa CONCRETE,

SLOPE TOP TO DRAIN

NOTES:

1. POSTS: 100mm x 150mm x 3000mm LONG, ROUGH CUT SPF

PRESSURE TREATED TIMBER.

2. STRINGERS: 2 - 50mm x 150mm x 2400mm LONG S4S SPF

PRESSURE TREATED STRINGERS, FASTENED WITH

2 - 75mm #10 ZINC SCREWS PER CONNECTION. MOUNT

STRINGERS FACING PUBLIC PROPERTY WHERE FENCE

TERMINATES, ANGLE CUT STRINGER END AT 45 DEGREES.

3. TRIM: 2 - 25mm x 150mm x 2250mm LONG, S4S SPF TRIM

FASTENED WITH 2 - 63mm #8 ZINC SCREWS

PER CONNECTION SPACED AT 600mm.

4. FENCE BOARDS: 25mm x 150mm x 1700mm LONG S4S SPF

FENCE BOARDS FASTENED WITH 2 - 50mm

LONG GALVANIZED STAPLES PER CONNECTION.

5. FINISH: A CLEAR - UV PROTECTING STAIN (APPROVED BY

TOWN), WILL BE REQUIRED AFTER INSTALLATION OF WOOD

FENCE MEMBERS.

6. HARDWARE: ALL HARDWARE TO BE GALVANIZED, UNLESS

OTHERWISE NOTED.

7. ALL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE

NOTED.

8. CROSS BRACE 2''X4'' TO BE INSTALLED ON PRIVATE SIDE


DRAWN:

TOWN OF CALEDON


APR'D:

STANDARD No. 605

DATE:

SCALE: N.T.S.

MAY 19

CROSS BRACE ON

PRIVATE SIDE

1 DRAWING & TEXT REVISIONS MAY 19

STREET SIDE

PRIVATE SIDE

DRIPLINE

1200

TOWN OF CALEDON

NO. REVISION

STANDARD No. 606

DATEAPR'D

C.C.

abal

APR'D:

DRAWN: NTSSCALE:

DATE: JUNE 08

1NOTE NO. 9 ADDED

MARCH 08

TREE PRESERVATION

SPECIFICATIONS FOR THE PROTECTION AND PRESERVATION OF

EXISTING VEGETATION:

1. PRIOR TO ISSUANCE OF THE GRADING AND SERVICING OR

BUILDING PERMIT, ALL EXISTING TREES THAT ARE TO BE

PRESERVED SHALL BE FULLY PROTECTED WITH HOARDING (IE

SNOW FENCING) OUTSIDE THEIR 'DRIPLINES', OR AS DIRECTED

THROUGH ADDITIONAL GOVERNING DOCUMENTS,TO THE

SATISFACTION OF THE TOWN.

2. GROUPS OF TREES AND OTHER EXISTING PLANTINGS TO BE

PROTECTED SHALL BE TREATED IN A LIKE MANNER WITH

HOARDING AROUND THE ENTIRE CLUMP(S).

3. TREE PRESERVATION FENCE IS TO BE INSPECTED BY THE

CONSULTING ARBORIST OR LANDSCAPE ARCHITECT AND

APPROVED BY THE TOWN PRIOR TO CONSTRUCTION

COMMENCING.

4. SILTATION CONTROL FENCING MAY BE USED AS A TREE

PRESERVATION FENCING SUBSTITUTE IF REQUIRED BY

ENGINEERING AT THE DISCRETION OF THE TOWN.

5. AREAS WITHIN PROTECTIVE FENCING SHALL REMAIN

UNDISTURBED AND SHALL NOT BE USED FOR THE STORAGE OF

BUILDING MATERIALS OR EQUIPMENT. NO CONTAMINANTS

SHALL BE DUMPED OR FLUSHED WHERE FEEDER ROOTS OF

TREES EXIST. NO GARBAGE OR BUILDING MATERIALS ARE TO BE

PLACED ON OR AGAINST THE TREE PRESERVATION FENCE.

6. PRUNE BRANCHES TO REMOVE DAMAGED LIMBS ONLY. DO NOT

DAMAGE LEADERS. ALL CUTS OVER 25mm SHALL BE TREATED IN

ACCORDANCE WITH APPROPRIATE HORTICULTURAL PRACTICES

AS APPROVED BY THE TOWN. NO MORE THAN 20% OF THE TREE

SHALL BE PRUNED UNLESS DIRECTED BY THE TOWN.

7. CUTTING OF ROOTS OR CHANGING OF GRADES AROUND

EXISTING TREES TO BE PRESERVED WILL NOT BE PERMITTED

WITHOUT THE APPROVAL OF THE PUBLIC WORKS AND

ENGINEERING DEPARTMENT.

8. IF TREES ARE BEING ADVERSELY AFFECTED BY

CONSTRUCTION, A WATERING AND FERTILIZING PROGRAM IS TO

BE SET UP TO THE SATISFACTION OF THE TOWN.

9. PRIOR TO FINAL APPROVAL TREES THAT HAVE DIED OR HAVE

BEEN DAMAGED BEYOND REPAIR PRIOR DURING OR POST

CONSTRUCTION SHALL BE REMOVED AND REPLACED WITH

TREES OF A SIZE AND SPECIES APPROVED BY THE TOWN, AT

THE SOLE COST OF THE DEVELOPER.

2

STANDARD No. 1135 NOW 707, NOTES EDIT

JUNE 08

UNDISTURBED SOIL

FINISHED GRADE

STANDARD 1200mm HIGH SNOW

FENCE SECURED TO T-BAR STAKES

AT MIN. 2400mm O.C.

TREE PROTECTION FENCING TO BE

ERECTED AS INDICATED ON THE

LANDSCAPE PLAN AND SHALL REMAIN

INTACT UNTIL DIRECTED BY TOWN STAFF.

3

STANDARD 707 NOW 606

JAN 18

100

200200 200 200

27

50

5000

5200

1000

END OPEN

50 x 50 x 5 HSS

66°

END CLOSED

CONCRETE FOOTING

12

00

50

12

00

30

0

114mm O.D.

DIA. GALV.

POST

64 x 64 x 5 HSS

50

WALKWAY/ACCESS ROAD & GATE

50

50

6mm THICK

64x64x5 HSS

2 PLATES REQ'D

ON ENDS OF BAR

LOCKING BAR-ADJUST TO FIT

50 x 50 x 5 HSS

9

0

°

1200

BOLTED

HINGE PLATE

ADJUST PLATES TO SUIT

25

5

HINGE PLATE DETAIL

DETAIL A-A

WALKWAY/

ACCESS ROAD

PROPERTY LINE

(P,L.) (P,L.)

VA

RIE

S

1000

NOTES:

1. ALL FENCE GATE(S) AND POSTS ARE TO BE HOT DIPPED GALVANIZED AND BLACK

POLYETHYLENE COATED.

2. CONCRETE 32 MPa MIN. AFTER 28 DAYS

3. ALL JOINTS TO BE WELDED.

4. TYPICAL 2% MIN. CROSS FALL GRADE ON WALKWAY SURFACE.

5. WALKWAY TYPE SHALL CONFORM TO MOST RECENT TOWN STANDARD OR AS

DIRECTED BY THE TOWN.

6. ALL JOINTS TO BE WELDED. WELDING SHALL CONFORM TO THE LATEST ISSUE OF

C.S.A. SPECIFICATIONS W59.

7. HINGE PINS/BOLTS TO BE STAINLESS STEEL.

8. 3M BRAND (OR APPROVED EQUAL) REFLECTIVE GATE ARM MARKINGS,

ALTERNATING RED AND WHITE DIAMOND GRADE - 50mm WIDTH (ALONG TOP RAIL).


10. MINIMUM 6.0m WIDTH REQUIRED FOR EMERGENCY ACCESSES.

DRAWN:

TOWN OF CALEDON


APR'D:

STANDARD No. 607

DATE:

SCALE:

CTB

20/11/07

N.T.S.

EMERGENCY ACCESS, MAINTENANCE ACCESS

ROAD AND

WALKWAY GATE

C.C.

1 STANDARD No. 920 NOW 607 JUNE 08

1000

2 TEXT AND DIMENSION REVISION JAN 18

REFLECTIVE TAPE

3 TEXT AND DRAWING REVISION OCT 19

B.B. N.T.S.

MARCH 08

SCALE:DRAWN:

DATE:APR'D:

STANDARD No. 608

TOWN OF CALEDON

WALKWAY P-GATE

REVISIONNO. APR'D DATE

NOTE:

1. ALL FENCE POSTS TO BE BLACK POLYETHYLENE COATED.

2. ALL PIPE WEIGHTS TO BE SCHEDULE 40.

3. CONCRETE 32MPa MIN. AFTER 28 DAYS.

4. ALL JOINTS TO BE WELDED. WELDING SHALL CONFORM TO THE LATEST

ISSUE OF C.S.A. SPECIFICATIONS W59.

5. HINGE PINS TO BE STAINLESS STEEL.

6. GATE TO BE MANUFACTURED AND HOT DIP GALVANIZED.

3000mm WALKWAY

1100m

m

1000m

m

1200m

m

15mm DIA

LOCKABLE PIN WITH 12mm DIAMETER HOLE

90mm Ø STEEL SLEEVE

400mm

500m

m

1700mm90mm

75-78mm Ø300mm Ø

CONCRETE FOOTING

300mm Ø

64mm DIA STEEL ARM

WELDED TO SLEEVE

3000mm WALKWAY

1500m

m

LOCATION OF

CREASE FITTING

75mm Ø STEEL POST

64m

m Ø

PLAN VIEW

ELEVATION VIEW

C.C.

STANDARD No. 930 NOW 6051 JUNE 08


26mm Ø DRILLED OPENING ATEACH POST

26mm Ø DRILLED OPENING APPROX 600MM DEEP FOR25mm PIN TO PROVIDE ADDITIONAL FOOTING SUPPORT

7. CONTRACTOR TO PADLOCK GATE IMMEDIATELY FOLLOWING INSTALLATION. KEYS

TO BE PROVIDED TO TOWN UPON AWARD OF SUBSTANTIAL COMPLETION.


9. 3M BRAND (OR APPROVED EQUAL) REFLECTIVE GATE ARM MARKINGS,

ALTERNATING RED AND WHITE DIAMOND GRADE - 50mm WIDTH (ALONG TOP RAIL).

10. MINIMUM 6.0m WIDTH REQUIRED FOR EMERGENCY ACCESS.

TEXT AND DRAWING REVISION3 MAY 19

RELECTIVE TAPE

B.B. N.T.S.

MARCH 08

SCALE:DRAWN:

DATE:APR'D:

STANDARD No. 609

TOWN OF CALEDON

WALKWAY P-GATE


XXXXmm WALKWAY

1100m

m

1000m

m

1200m

m

15mm DIA

LOCKABLE PIN WITH 12mm DIAMETER HOLE

90mm Ø STEEL SLEEVE

400mm

500m

m

> 2000mm90mm

75-78mm Ø300mm Ø

CONCRETE FOOTING

300mm Ø

64mm DIA STEEL ARM

WELDED TO SLEEVE

XXXXmm WALKWAY

1500m

m

LOCATION OF

CREASE FITTING

75mm Ø STEEL POST

64m

m Ø

PLAN VIEW

ELEVATION VIEW

C.C.


STANDARD No. 605 NOW 6092 APR 19

400mm

4

5

°

4

5

°

ADDITIONAL BRACE

ARM 64mm Ø.

XXXXmm WALKWAY

WITH BRACE

TEXT AND DRAWING REVISION3 MAY 19

RELECTIVE TAPE

NOTE:

1. ALL FENCE POSTS TO BE BLACK POLYETHYLENE COATED.

2. ALL PIPE WEIGHTS TO BE SCHEDULE 40.

3. CONCRETE 32MPa MIN. AFTER 28 DAYS.

4. ALL JOINTS TO BE WELDED. WELDING SHALL CONFORM TO THE LATEST

ISSUE OF C.S.A. SPECIFICATIONS W59.

5. HINGE PINS TO BE STAINLESS STEEL.

6. GATE TO BE MANUFACTURED AND HOT DIP GALVANIZED.

7. ADDITIONAL BRACE ARMS NEEDED FOR GATES GREATER THAN 2000mm.

8. CONTRACTOR TO PADLOCK GATE IMMEDIATELY FOLLOWING INSTALLATION.

KEYS TO BE PROVIDED TO TOWN UPON AWARD OF SUBSTANTIAL COMPLETION.


10. 3M BRAND (OR APPROVED EQUAL) REFLECTIVE GATE ARM

MARKINGS, ALTERNATING RED AND WHITE DIAMOND GRADE - 50mm WIDTH

(ALONG TOP RAIL).

11. MINIMUM 6.0m WIDTH REQUIRED FOR EMERGENCY ACCESS.

ACCESS

SWING BOLLARD

1000

70

0

30

0

15

0

12

00

400

1/3 TOTAL 2/3 TOTAL OVERHANG

100 TYP.

POST AND RAIL FENCE

AS PER TOWN STD. No. 9019

3M MANUFACTURED HIGH INTENSITY

WHITE REFLECTIVE TAPE (3870) LOCATED

ON BOTH ENDS AND BOTH SIDES

TRAIL WIDTH MIN 3000mm

TYPE HS - 30MPa CONCRETE

SLOPE TO ENSURE POSITIVE DRAINAGE

15mm x 260mm LONG REBAR WELDED

TO POST TO PREVENT TURNING AND

PULLING WITHIN CONCRETE

BOTTOM FLANGE

50mm DIA. COLD ROLLED

STEEL ROD 355mm LENGTH

BOLLARD ARM

TOP FLANGE

WOOD BOLLARD AS PER

TOWN STD No. 9018

1000mm

STABILIZER

PLATE

VERTICAL

POST

MIN. 1000mm OF

POST INTO CONCRETE

20mm DIA. LOCKING PIN WITH

VERTICAL POST - 100mm x 100mm

STEEL TUBING .125 WALL THICKNESS


STEEL ROD

60mm DIA. HOLE DRILLED TO

FIT STEEL ROD AND ALLOW

ROD TO PIVOT

BEVELLED HOLE TO ACCOMMODATE

WELDING ROD INTO FLANGE

(GRIND SMOOTH)

BOLLARD ARM - 100mm x 100mm


ZINC COATED DECK CHAIN WITH

30mm LONG LINKS AND 4mm

THICKNESS. WELD CHAIN TO LOCKING

PIN AND TOP FLANGE. CHAIN TO BE LONG

ENOUGH TO EASILY REMOVE LOCKING PIN.

TOP AND BOTTOM FLANGES

EACH 13mm THICKNESS x

165mm DIA. 22mm HOLE DRILLED FOR

LOCKING PIN. 2 ON TOP FLANGE AND 4

ON BOTTOM FLANGE.

SQUARE STEEL STABILIZER PLATE

WELDED INSIDE VERTICAL POST. 55mm

DIA. HOLE DRILLED TO FIT STEEL ROD.

ASSEMBLY DETAIL

TOP FLANGE


SOLID STEEL ROD

TOP FLANGE - 13mm

THICKNESS x 165mm DIA.

22mm DIA, LOCKING PIN HOLE

CENTERED WITH THE FLANGE

BOLLARD ARM - 100mm x 100mm


16

5

10

0

5


SOLID STEEL ROD

BOTTOM FLANGE - 13mm

THICKNESS x 165mm DIA.

22mm DIA. LOCKING PIN HOLE

CENTERED WITH THE FLANGE

VERTICAL POST - 100mm x 100mm


BOTTOM FLANGE

22

5.5

NOTES:

1. ALL METAL AND HARDWARE TO BE GALVANIZED.

2. ALL WELDS TO BE GROUNDED SMOOTH.

3. ALL STEEL BOLLARDS TO BE POWDER COATED PRIOR TO INSTALLATION.

COLOUR TO BE APPROVED BY TOWN STAFF.

4. DEVELOPER TO PROVIDE SHOP DRAWINGS OF STEEL BOLLARD TO TOWN FOR

APPROVAL, PRIOR TO CONSTRUCTION.


DRAWN:

TOWN OF CALEDON


APR'D:

STANDARD No. 610

DATE:

SCALE: N.T.S.

AUGUST 17

B.M.

B.B.

WOOD BOLLARD

12

00

25

150

20

4

5

°

30

0

20

90

0

400

25mm DEEP RELIEF SHADOW LINE

ON ALL SIDES

150x150x2100 ROUGH CUT PRESSURE TREATED POST

SPACED @ 1000mm MAX.

UNDISTURBED SOIL

POURED CONCRETE FOOTING 25 MPa

AT 28 DAYS

FINISH GRADE

DRAWN:

TOWN OF CALEDON


APR'D:

STANDARD No. 611

DATE:

SCALE: N.T.S.

AUGUST 17

NOTES:

1. ALL CUT ENDS TO BE TREATED WITH

WOOD PRESERVATIVE.

2. ALL DIMENSIONS IN MILLIMETERS

UNLESS OTHERWISE NOTED.

3. CONSULT WITH TOWN OF CALEDON

STAFF ON APPROPRIATE LOCATIONS

OF WOOD BOLLARDS (EG.

REFORESTATION LIMITS)

STREET/PUBLIC

/REFORESTATION

SIDE

CHAMFER

CUT POST

PRIVATE SIDE

10

0


B.M.

B.B.

50mm BELOW

GRADE

B.J.M. N.T.S.

JAN 00

SCALE:DRAWN:

DATE:APR'D:

STANDARD No. 612

TOWN OF CALEDON

REMOVABLE BOLLARD


EXPANSION JOINT

900

300

CONCRETE 25MPa @ 28 DAYS

ALUMINUM CAP

150

150

1200

EXISTING CONCRETE OR

ASPHALT WALKWAY

112mm O.D. COATED ALUMINUM PIPE

12mm Dia. GALVANIZED STEEL NUT & BOLT

100mm O.D. COATED ALUMINUM PIPE

CAP AND WELD; GRIND SMOOTH

NOTE:

1. POST TO BE CENTERED IN MAJOR WALKWAYS.

C.C.


2 STANDARD No. 609 NOW 612JAN 18

DRAWN:

TOWN OF CALEDON


APR'D:

STANDARD No. 613

DATE:

SCALE:

2007/06

NTS

NOISE ATTENUATION

BARRIER AND BERM

MAX

2.4 m

MAX

2.4 m

NOTES:

1. NOISE ATTENUATION BARRIER TO BE AS PER TOWN OF CALEDON STANDARD No. 614, 615, 616 & 617.

2. BERM FILL MATERIAL TO BE COMPACTED TO 98% S.P.D.

3. BERM SLOPES TO BE SODDED (INCLUDING "PEGGING") WITH 300mm DEPTH OF TOPSOIL.

4. FENCE TO BE LOCATED ON PRIVATE PROPERTY, AND NO PART OF BERM IS TO BE WITHIN THE MUNICIPAL

R.O.W.

1.0m

1TOP OF BERM CORRECTION, ADD NOTE 4 MARCH 08

C.C.

2

NOTE EDIT, S.P.D. CORRECTION, TOPSOIL CORRECTION


JUNE 08

JAN 18STANDARD No. 610 NOW 613, TEXT EDIT3

AutoCAD SHX Text

4

AutoCAD SHX Text

1

AutoCAD SHX Text

NOISE ATTENUATION BARRIER

AutoCAD SHX Text

BERM

NOTES:

GENERAL

1. DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED.

2. BUILDER TO VERIFY ALL DIMENSIONS AND BUILD TO SUIT.

3. SOIL BENEATH AND WITHIN 2m RADIUS OF ANY FUTURE FENCE POST SHALL BE

COMPACTED TO 95% STANDARD PROCTOR DENSITY PRIOR TO CONSTRUCTION.

4. POSTS SHALL BE PLUMB WITHIN 5mm/m ABOVE GRADE.

5. TONGUE AND GROOVE FENCE BOARDS, AND ALL OTHER MEMBERS, SHALL BE FIT

TIGHT TO ELIMINATE ALL GAPS AND RATTLING.

6. CONTRACTOR TO COMPLETE ONE MOCK-UP PANEL PRIOR TO PROCEEDING WITH

REMAINDER OF FENCE.

7. DO NOT SCALE DRAWINGS.

8. FEATURES OF CONSTRUCTION NOT FULLY SHOWN ARE OF THE SAME CHARACTERS AS

THOSE NOTED FOR SIMILAR CONDITIONS.

9. STRUCTURAL DESIGN IS BASED ON THE 2006 ONTARIO BUILDING CODE.

DESIGN INFORMATION

1. HOURLY WIND PRESSURES:

1

50

YEAR: 0.53 kPa (VAUGHN, ON).

2. IMPORTANCE FACTOR: NORMAL.

3. THE DESIGN LOADS INDICATED ARE UNFACTORED.

STEEL POST

1. POST SHALL CONFORM TO CSA G40.21 350W (Fy=350 MpA)

2. POST TO BE HOT-DIP GALVANIZED HSS 152X102X6.4

REINFORCING STEEL

1. REINFORCING STEEL SHALL CONFORM TO CSA G30.18-09 GRADE 400W UNLESS

OTHERWISE SPECIFIED.

2. INSIDE DIAMETER OF BENDS TO BE A MINIMUM OF 6 BAR DIAMETERS.

CONCRETE

1. CONCRETE STRENGTH - f'c = 25 MPa MINIMUM.

2. EXPOSURE CLASS F-2 (CSA A23.1/A23.2).

3. AIR CONTENT TO CONFORM TO TABLE 4 OF CSA A23.1/A23.2

· 5-8% FOR MAX. 10mm NOMINAL AGGREGATE SIZE

· 4-7% FOR 14-20mm NOMINAL AGGREGATE

4. MAXIMUM WATER TO CEMENT RATIO TO BE 0.55 IN ACCORDANCE WITH TABLE 2 (CSA

A23.1/A23.2).

5. CURING TYPE 1 AS PER TABLE 20 (CSA A23.1/A23.2) - 3 DAYS @ ≥ 10°C OR FOR THE

TIME NECESSARY TO OBTAIN 40% OF SPECIFIED STRENGTH.

6. CURE CONCRETE TO THE REQUIREMENTS OF OPSS 904 AND AS A MINIMUM REQUIRES

WET BURLAP AND MOISTURE VAPOUR BARRIER FILM AS PER OPSS 904.07.03.12.

7. TOP SURFACE OF CONCRETE TO BE SLOPED AWAY FROM POST A MINIMUM OF 50mm

FROM POST TO EDGE OF FOUNDATION AT GRADE.

8. MINIMUM CLEAR COVER TO REINFORCING SHALL BE: a) 75mm ±10mm WHEN CAST

DIRECTLY AGAINST AND PERMANENTLY EXPOSED TO EARTH b) 50mm ±10mm FOR ALL

CONCRETE CAST IN FORM EXPOSED TO FREEZING AND THAWING.

WOOD AND FASTENERS

1. ALL TIMBER AND LUMBER SHALL NE No. 1 OR 2 GRADE WESTERN RED CEDAR UNLESS NOTED

OTHERWISE, SELECTED FOR GOOD APPEARANCE AND FREE OF WANE AND BARK POCKETS.

2. THE SKIRT RAIL TO BE PRESSURE TREATED No. 1 OR 2 SPECIES SPF OR BETTER UNLESS NOTED

OTHERWISE. CUT EDGES TO BE TREATED WITH APPROVED PRESERVATIVES.

3. TIMBER WITH HEAVY KNOTS AND/OR SAP STAIN SHALL BE DISTRIBUTED THROUGHOUT THE

INSTALLATION.

4. THE DESIGN OF THE BEAMS, COLUMNS AND LINTELS IS BASED ON THE LIMIT STATES DESIGN

SPECIFIED UNDER CSA STANDARD 086. ANY SUBSTITUTIONS OF SPECIES, GRADE OR GROUP

MUST BE APPROVED BY THE ENGINEER PRIOR TO COMMENCING WORK.

5. THE LUMBER WAS DESIGNED FOR A MOISTURECONTENT GREATER THAN 15% AT THE TIME OF

MANUFACTURE AND LESS THAN 15% IN SERVICE.

6. ALL FASTENERS TO BE GALVANIZED STEEL OR APPROVED ALTERNATIVE.

7. DURING CONSTRUCTION, ENSURE ALL MEMBERS ARE IN GOOD BEARING CONTACT.

8. ENSURE ALL HARDWARE AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD ARE

COMPATIBLE WITH PRESSURE TREATING CHEMICALS.

9. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED, OR SEPARATED WITH A

FOAM SILL GASKET OR POLYSHEET.

10. A CLEAR - UV PROTECTING STAIN (APPROVED BY THE TOWN), WILL BE REQUIRED AFTER

INSTALLATION OF WOOD FENCE MEMBERS.

11. WHERE FASTENERS ARE SPECIFIED, THEY SHALL MEET THE FOLLOWING STANDARDS:

a. COMMON NAILS: CSA STANDARD B11 WIRE NAILS, SPIKES AND STAPLES

b. COMMON SPIRAL (ARDOX) NAILS: CSA STANDARD B11 WIRE NAILS, SPIKES AND STAPLES

c. WOOD SCREWS: ASME B18.6.1 WOOD SCREWS

d. BOLTS: ASTM STANDARD A307 OR SAE J429 GRADE 2

e. LAG SCREWS: CSA STANDARD B34 MISCELLANEOUS BOLTS AND SCREWS.

APPROVED HARDWARE

· SCREWS: SIMPSON STRONG-TIE COLLATED METAL SCREWS FOR WOOD TO STEEL APPLICATIONS

(SEE SIMPSON STRONG-TIE CATALOGUE C-F-2017, PAGE 274 AND 365 FOR DETAILS) OR

APPROVED EQUIVALENT.

· BRACKETS: SIMPSON STRONG TIE FENCE RAIL BRACKETS (SEE SIMPSON STRONG-TIE

CATALOGUE C-C-2017, PAGE 350 FOR DETAILS) OR APPROVED EQUIVALENT.

NOMENCLATURE:

@ AT

c/c CENTRE TO CENTRE

m METRE

m3 SQUARE METRES

mm MILLIMETRES

EX. EXISTING

MIN MINIMUM

MAX MAXIMUM

OBC ONTARIO BUILDING CODE (2006)

TYP. TYPICAL

∅ DIAMETER

SST SIMPSON STRONG-TIE

ACOUSTIC FENCE DETAIL

DRAWN:

TOWN OF CALEDON


APR'D:

STANDARD No. 614

DATE:

SCALE: N.T.S.

JULY 17

B.M.

R.G.

FRONT ELEVATION

54X140 PRESSURE TREATED SKIRT RAIL,

BEVELED EACH END TO FIT OVER

FOOTING. TREAT BEVELS

WITH APPROVED PRESERVATIVE.

GRADE

38X140 CEDAR HORIZONTAL RAIL

54X140 CEDAR TONGUE AND GROOVE

FENCE BOARDS (NO GAPS)

38X140 HORIZONTAL RAIL

38X140 SCALLOPED TOP

285X285X40 (BASE

CAP)

SEE CAP DETAIL

GALVANIZED HSS POST

CLAD WITH 38X235 VERTICAL

CEDAR (**LENGTH VARIES)

38X235 VERTICAL CEDAR CLADDING

2500 (MAX)

MA

X. H

EIG

HT

2400

2800 D

EP

TH

OF

F

OO

TIN

G

DRAWN:

TOWN OF CALEDON


APR'D:

STANDARD No. 615

DATE:

SCALE: N.T.S.

JULY 17


R.G

B.M

1 TEXT AND DIMENSION REV. DEC 19KP

AutoCAD SHX Text

N.T.S

SECTION BETWEENTOP/BOT RAILS

SECTION AT TOP/BOTRAILS

POST SECTIONSCALE 1:2

54X140 CEDAR TONGUE

AND GROOVE FENCE BOARDS

38X49 CEDAR VERTICAL SPACER BETWEEN

TOP AND BOTTOM RAILS

3'' SIMPSON STRONG-TIE TB1475S SCREW

38X152 CEDAR VERTICAL BEAM ATTACHED TO HSS POST

GALVANIZED HSS152X102X6.4

38X235 (2X10) CEDAR VERTICAL CLADDING

SIMPSON STRONG-TIE

GALVANIZED FB26

2X6 FENCE BRACKET

38X140 (2X6) CEDAR TOP/BOTTOM RAIL

235

228

25mm GAP (MIN.) COVERED BY

STEEL SCREEN TO

ALLOW MOISTURE TO ESCAPE

FROM INTERIOR OF HSS POST

CEDAR FILLER PIECES AS REQUIRED

38X140 COPING TO BE ONE

PIECE BETWEEN POSTS

54X140 T. & G.

38X235 VERTICAL CEDAR

CLADDING

54X140 PRESSURE TREATED

SKIRT RAIL

38X140 HORIZONTAL

CEDAR RAIL

2-10m STIRRUPS MIN.

50mm COVER

A A

GRADE

GALVANIZED HSS POST

10m REBAR

500mm SONO TUBE

FORM, TO BE SINGLE

POUR. 600mm MIN.

DEPTH REQUIRED

TYPICAL SECTIONN.T.S

2800

(M

IN

.)

100-200

CAP

50

DRAWN:

TOWN OF CALEDON


APR'D:

STANDARD No. 616

DATE:

SCALE: N.T.S.

JULY 17


R.G

B.M

25-100

1 TEXT & DIMENSION REV. KP DEC 19

CAP DETAILSCALE 1:2

15

40

40

285

285

235

185

185

235

Ø

5

0

0

10m STIRRUP (TYP.)

10m REBAR (TYP.)

CONCRETE FOOTING

GALVANIZED HSS 152 X 102 X 6.4

SECTION A-ASCALE 1:10

200 (TYP.)

280

300

NAILING TABLE

PRIMARY

MEMBER

SECONDARY

MEMBER

CONNECTOR

TYPE

COMMENTS

1. VERTICAL

BEAM

HSS POST 3'' SST TB1475S

SCREW

2 @ EACH END + 5 IN A

STAGGERED PATTERN ALONG

BOARD (EVENLY SPACED)

2. HORIZONTAL

RAILS

VERTICAL BEAM SST FB26 FENCE

BRACKET

NAILED AS PER

MANUFACTURERS

REQUIREMENTS

SKIRT RAIL 3'' NAILS 2 @ ENDS + 1 EVERY 300

3. SKIRT RAIL VERTICAL BEAM 3'' NAILS 2 @ EACH POST

4. T. & G. FENCE

BOARDS

HORIZONTAL

RAILS

3'' NAILS 3 @ EACH END - AT LEAST 1

INTO EACH RAIL

5. VERTICAL

SPACER

VERTICAL BEAM 3'' NAIL 4 SPACED ALONG HEIGHT

6. VERTICAL

CLADDING

VERTICAL BEAM 3'' NAIL 2 @ EACH END + 5 IN A

STAGGERED PATTERN ALONG

BOARD (EVENLY SPACED)

VERTICAL

SPACER

3'' NAIL 3 ALONG HEIGHT

DRAWN:

TOWN OF CALEDON


APR'D:

STANDARD No. 617

DATE:

SCALE: N.T.S.

JULY 17


R.G

B.M

1 NAILING TABLE TEXT REV. KP DEC 19

N.T.S.

DEC. 1999

SCALE:DRAWN:

DATE:APR'D:

STANDARD No. 618

TOWN OF CALEDON

TRAILWAY ENTRY GATE


GATE FRAME

GATE CANE. SEE LOCKING MECHANISM DETAIL DWG 911

GATE RAIL CLAMP. SEE FRAME/GATE SECTION DWG 912

4

5

2'

1'-2"

2'

7'

JOINTS (TYP)

FLATTEN TO FIT ALL BUTT

0'-9"

1'

1'

0'-9"

NOTE: FRAME TO BE CONSTRUCTED OF 1-11/16"

4"

2'

O/D HOT DIPPED GALVANIZED

GALVALUME PAINT OR APPROVED

JOINT. WELD ALL JOINTS AND COAT WITH

NOTE: ALL OTHER CORNERS TO BE BUTT

MITRED JOINT (4 MAIN CORNERS).

FERRULE. INSIDE DIA 3/4"

2" HOT DIPPED GALVANIZED GATE

STEEL PIPE

EQUIVALENT.

RAILTRAIL GATE

LEVEL TOP BOARD FIRST ON BOTH SIDES OF OPENING, THEN SET OTHER BOARDS

2"x6" CEDAR FENCE RAIL. SEE HINGE DETAIL DWG 911 FOR HARDWARE

6"x6" CEDAR POST WITH 3/8" 45 CHAMFER ON TOP OF POST

ATTACHMENT. SEE HINGE DETAIL DWG 911 FOR HARDWARE SPECIFICATIONS

3/4"x12" HINGE BOLT, FACING DOWN FOR TOP ATTACHMENT. REVERSE FOR BOTTOM

FOR ATTACHMENT TO GATE FRAME

2"x6" CEDAR GATE RAIL. SEE FRAME/GATE DWG 912

NOTE: GATE RAILS TO LINE UP WITH FENCE RAILS

FRAME ON HINGE SIDE (TYPICAL)

ONLY. GATE RAILS TO BE FLUSH WITH

1" OVERHANG ON GATE RAILS OPEN END

10' GATE OPENING TO BE CENTERED ON EXISTING TRAIL

Allow 10'-0"+/- For opening

7'-1"

4'-0"

AND ATTACHMENT TO POST

WITH FENCE RAIL

END OF POST TO BE FLUSH

BE FLUSH WITH POST (TYP)

END OF FENCE RAILS TO

FENCE AND GROUND

6" MIN GAP BETWEEN

FENCE RAILS

6" GAP BETWEEN

2' m

ax

2'-9" max

..

C.C.


2

1

JAN 18STANDARD No. 602 NOW 618

C.C.

N.T.S.

DEC. 1999

SCALE:DRAWN:

DATE:APR'D:

STANDARD No. 619

TOWN OF CALEDON


TRAILWAY ENTRY GATE

HINGE DETAIL

LOCKING MECHANISM DETAIL

CANE BOLT ANCHOR, 1-11/16"x24" GALVANIZED STEEL PIPE

CANE BOLT, 1-5/16" OD GALVANIZED STEEL PIPE

STEEL PIPE, WELD TO GATE FRAME

CANE BOLT SUPPORT SLEEVE, 1-11/16" GALVANIZED

EACH TO BE WELDED TO GATE FRAME AND CANE BOLT.

LATCH TO BE 2" IN HEIGHT X 1-1/2" IN WIDTH. ONE

PADLOCK LATCH MADE FROM 3/8" GALVANIZED STEEL ROD.

STEEL PIPE

GATE FRAME 1-11/16" HOT DIPPED GALVANIZED

+/- 2'

10"

6"

2"

CO

NC

RE

TE

A

NC

HO

R

3' M

IN

DRILLING FOR CARRIAGE BOLT).

ONE PER FENCE RAIL FOR SUPPORT DURING

3-1/2" HOT DIPPED GALVANIZED ARDOX NAIL. (USE

AND NUT ON ONE SIDE OF POST.

3/8"x8" ZINC PLATED CARRIAGE BOLT WITH WASHER

GALVANIZED GATE FERRULE

3/4"x12" HINGE BOLT WITH WASHER AND NUT

6"x6" CEDAR POST

GALVANIZED STEEL PIPE GATE FRAME

2"x6" CEDAR GATE RAIL

WASHER AND NUT

3/8"x2-1/2" ZINC PLATED MACHINE BOLT WITH

HINGE DETAIL

ON BOTH SIDES OF POST


2


JAN 18

BJM N.T.S.

DEC. 1999

SCALE:DRAWN:

DATE:APR'D:

STANDARD No. 620

TOWN OF CALEDON


10"

FENCE POST

SECTION

4' M

IN

UNDISTURBED

2"x6" CEDAR FENCE RAIL

6"x6" CEDAR POST

TREAT FENCE POST WITH

CREOSOTE OR APPROVED

EQUAL. (4'' ABOVE GRADE TO

8''BELOW GRADE, SLOPE

BACKFILL MATERIAL AWAY

FROM POST)

BACKFILL WITH EXCAVATED

MATERIAL UNLESS OTHERWISE

SPECIFIED

- COMPACT POST HOLE BACK FILL AT 12" INTERVAL

- FILE 1/4" BEVEL EXPOSED EDGES IN TRAIL-GATE AREA

6'

- GRIND BOLT ENDS FLUSH WITH NUT

4'

3'

FENCE

2'

OF SUPERVISOR OF PARKS

PROCEED UNDER DIRECTION

FENCE RAIL MAY VARY

HEIGHT BETWEEN BOTTOM

FENCE RAILS

6"GAP BETWEEN

SPECIFICATIONS

FOR FOUNDATION

FENCE POST DETAIL DWG 911

6"x6" CEDAR POST. SEE

FOR ADDED STRENGTH

JOINTS ON INTERIOR POSTS

RAILS. NOTE ALTERNATE

2"x6"x12' CEDAR FENCE

1-11/16" PIP

WASHER AND NUT,

CARRIAGE BOLTS WITH

3/8"x8"ZINC PLATED

.

.

BOLT WITH WASHER AND NUT

1-11/16" O/D GALVANIZED

2"x6" CEDAR FENCE RAIL

FRAME/GATE

SECTION

1-11/16" PIPE CLAMP

3/8"x2-1/2" MACHINE

STEEL PIPE

TRAILWAY ENTRY GATE

FRAME / GATE SECTION

C.C.


2 STANDARD No. 604 NOW 620JAN 18

chain link fence - caledon · rail 3 - 100mm long, 10mm dia. lag screws. with washers, counter sunk...

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