ELEVATION - gov.mb.ca · elevation view plan view standard leave-out detail (typ) paved surface...

NOTES:

PLAN

ELEVATION

SCALE 1:40

GRADE

915

200

TFBB04 w/TFWC16a IN UPPER HOLES

GUARDRAIL

TSGR04

STANDARD

AT RAIL, BLOCK AND POST.

UNDER NUT (TYP)TFBB04 w/ TFWC16a

2 - TRTM04a

SPLICE BOLTS12 TFBB01

SEE NOTE 11

TRWT01aTRWM02a

SEE NOTE 11


450

10001000

146

304

SEE NOTES 2, 3 & 9

TWO SECTIONS OF TRTM04a

ONE SET INSIDE THE OTHER

TPDE05

TPDB01

E

TPDE05

TPDE07

E

SCALE 1:40

D

D

TSTG98dOR

TSGR97c

575

575

F

TSTG98dOR

TSGR97c

550

815

75

550

1000 1000

95395295395295395219051905

GUARDRAIL

TSGR04

STANDARD

2785 (min) END SECTION

STEEL (REBAR) LOCATOR TO BE USED PRIOR TO DRILLING HOLES.14.

HOLES FOR THREADED ROD ANCHORS SHALL BE CORDED AT 2 mm LARGER THAN ANCHOR DIAMETER.13.

CUT / GRIND BOLT AS NECESSARY TO FACILITATE ASSEMBLY.12.

BLOCKOUT TO BE NAILED TO POST TO PREVENT ROTATION USING 90 mm LONG GALVANIZED NAIL.11.

SEE SECTIONS 'A-A', 'B-B', AND 'C-C' FOR BELOW GRADE DESIGN OPTIONS.10.

TRANSVERSE REINFORCING NOT SHOWN FOR CLARITY.9.

SEE SHEETS 7 & 8 FOR REINFORCING DETAILS.8.

CONCRETE: CSA A23.1, EXPOSURE CLASS C-1, AIR CONTENT CATEGORY 1, COMPRESSIVE STRENGTH: BARRIER ≥ 45 MPa AND FOOTING ≥ 35 MPa, @ 28 DAYS.7.

ALL REINFORCING SHALL HAVE MINIMUM 75 mm COVER, UNLESS OTHERWISE NOTED.6.

THE ORIGINAL SEALED AND SIGNED DRAWING IS IN TRAFFIC ENGINEERING.5.

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE INDICATED.4.

OR AT A MAXIMUM SPACING OF 8000 mm.

FORMED OR CUT CONTRACTION JOINTS SHALL BE CREATED AT EACH PLACE WHERE THE BARRIER SHAPE CHANGES, TO MATCH ADJACENT PAVEMENT JOINT SPACING, 3.

LONGITUDINAL REINFORCING NOT SHOWN FOR CLARITY.2.

ALL SCALES ARE APPROXIMATE.1.

LEAVE-OUTLEAVE-OUT

LEAVE-OUTLEAVE-OUTLEAVE-OUT

SEE DETAIL SHEET 6LEAVE-OUT (TYP)

REVISIONS

DATE DESCRIPTION BY

H.P.

LARSENInfrastructureTraffic Engineering

ER

EN

F

PR

OO

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ICE MANTBA

N

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ER

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G

G

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SSD

P O O

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NL

FA TO TL-4

NESTED THRIE BEAM

BARRIER - ROADSIDE

WIDTH CONSTANT SLOPE

MANITOBA CONSTRAINEDSHEET NO: 1 OF 8

ON SHEET 2SEE DETAIL 'H'

TSTB99c

DRAWN BY:

REVIEWED BY:

L. LIEBRECHT

DATE: 2020 - 08

H. LARSENDESIGNED BY:


TPDB02

GUARDRAIL)

APPROVED

(OR OTHER

GUARDRAIL)

APPROVED

(OR OTHER


TRTE01b

SEE NOTES 2, 3, & 9

N. JOYAL

SCALE 1:20

1000 (min)

(min)

700

(915 T

O

815)

A

A

B

B

C

CF

F

G

G

SCALE 1:20

CHAMFER20x20

NOTES:

REVISIONS

DATE DESCRIPTION BY

H.P.


ER

EN

F

PR

OO

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ICE MANTBA

N

RE

E

E

E

ER

R

G

G

I

I

ITS

SSD

P O O

N

NL

FA

TSTB99c

550

575

10001000

915

SEE NOTES 2 & 3(5 LOCATIONS)APPROVED ALTERNATEAND HILTI HIT RE 500 ORTHREADED ROD ANCHORS22 DIA. x 140 LONG HILTI

SEE NOTE 5

(SEE NOTE 4)GRADE

TO TL-4

NESTED THRIE BEAM

BARRIER - ROADSIDE



HAND FORMED BARRIERSCALE 1:5

CONTRACTION JOINT DETAILS

50 (-5,+0)

6 (-2, +0)

20 (-5, +0)

55 (-10, +0)

55 (-10, +0)

6 (-2, +0)

22 (-2, +0)

SCALE 1:5

DRAWN BY:

REVIEWED BY:

L. LIEBRECHT

DATE: 2020 - 08


275450275

550

VA

RIE

S


20x20 CHAMFER

450

10001000

575

TSTG98dOR

TSGR97c


TSGR97c OR TSTG98d

304

146

SCALE 1:20

DETAIL 'H' - PLAN VIEW

DETAIL 'H' - ELEVATION VIEW

2:1 MAX 10:1 MAX

10:1 MAX

SEE NOTES 12, 13, & 14

815 (-0, +10)

SEE NOTES 12, 13, & 14

TRANSVERSE REINFORCING NOT SHOWN FOR CLARITY.14.

JOINT SPACING OR AT A MAXIMUM SPACING OF 6000 mm.

FORMED OR CUT CONTRACTION JOINTS SHALL BE CREATED AT EACH PLACE WHERE THE BARRIER SHAPE CHANGES, TO MATCH ADJACENT PAVEMENT13.

LONGITUDINAL REINFORCING NOT SHOWN FOR CLARITY.12.

ALL REINFORCING SHALL HAVE MINIMUM 75 mm COVER, UNLESS OTHERWISE INDICATED.11.


ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.9.

STIRRUP SHALL BE SECURELY ATTACHED TO REBAR.8.

HOLES IN FOOTING SHALL BE PREPARED FOR EPOXY (HILTI HIT RE 500, OR APPROVED ALTERNATIVE) AS DIRECTED BY MANUFACTURER.7.

HOLES IN FOOTING SHALL BE DRILLED VERTICALLY 2 mm LARGER THAN REINFORCING.6.

STRENGTH ≥ 35 MPa, AT 28 DAYS.NEW OR EXISTING REINFORCED CONCRETE FOOTING: CSA A23.1, EXPOSURE CLASS C-1, AIR CONTENT CATEGORY 1, COMPRESSIVE5.

SEE SECTIONS 'A-A', 'B-B' & 'C-C' FOR BELOW GRADE DESIGN OPTIONS.4.

STEEL (REBAR) LOCATER TO BE USED PRIOR TO DRILLING HOLES.3.

HOLES FOR THREADED ROADS SHALL BE DRILLED HORIZONTAL AT 2 mm LARGER THAN DIAMETER OF THREADED ROD.2.


(min) (min)

SLIP FORMED BARRIER (SAW CUT)

VIEW 'A-A'

CHAMFER20x20

CHAMFER20x20

CHAMFER20x20

CHAMFER20x20

N. JOYAL

SCALE 1:20

200

OPTION 1

SCALE 1:20

OPTION 2

300

300

A

A

B

B

C

CF

F

G

G

SCALE 1:20

125

REVISIONS

DATE DESCRIPTION BY

H.P.


ER

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F

PR

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N

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E

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P O O

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NL

FA

TSTB99c

BAR MK 2014e

75

BAR MK 1506BAR MK 1507e AND BAR MK 1508e, OR

BAR MK 1002

BAR MK 2012

BAR MK 2013a

BAR MK 2014a BAR MK 2013e

SEE NOTES 6 & 7@ 200 SPACINGBAR MK 1506

(SEE NOTE 4)GRADE

TO TL-4

NESTED THRIE BEAM

BARRIER - ROADSIDE



DRAWN BY:

REVIEWED BY:

L. LIEBRECHT

DATE: 2020 - 08


SEE NOTES 6 & 7@ 200 SPACING

BAR MK 1506

@ 400 SPACINGBAR MK 2009


SEE NOTE 8@ 200 SPACING

BAR MK 1509

TSTG98dOR

TSGR97c


304

146

SCALE 1:20

DETAIL 'H' - PLAN VIEW


TSGR97c OR TSTG98d

BAR MK 2014 BAR MK 2013 BAR MK 2012


5 - BAR MK 2014, 5 - BAR MK 2013, 4 - BAR MK 2012

BAR MK 2014 BAR MK 2013

BAR MK 2012

2- BAR MK 1506BAR MK 1509 OR

DETAIL 'H' - ELEVATION VIEW

NOTES:

ALL REINFORCING SHALL HAVE MINIMUM 75 mm COVER, UNLESS OTHERWISE INDICATED.11.







SEE SECTIONS 'A-A', 'B-B' & 'C-C' FOR BELOW GRADE DESIGN OPTIONS.4.

STEEL (REBAR) LOCATER TO BE USED PRIOR TO DRILLING HOLES.3.

HOLES FOR THREADED ROADS SHALL BE DRILLED HORIZONTAL AT 2 mm LARGER THAN DIAMETER OF THREADED ROD.2.



185

185

185

130

185

185

185

130

8-1

0M

BA

RS

8-1

0M

BA

RS

2:1 MAX 10:1 MAX

10:1 MAX

75 75

2:1 MAX 10:1 MAX

10:1 MAX

7575

(8 LOCATIONS)MIN. 600 mm OVERLAP

10M LONGITUDINAL BAR

(8 LOCATIONS)MIN. 600 mm OVERLAP10M LONGITUDINAL BARS

(8 LOCATIONS)MIN. 600 mm OVERLAP10M LONGITUDINAL BAR

75

75

2004 @ 200 = 800 4 @ 200 = 800 3 @ 200 = 600

13 @ 200 SPACING = 2600

4 @ 200 = 800 3 @ 200 = 6004 @ 200 = 800

3

@

235

O/C

3

@

185

O/C

200

2 - BAR MK 1506BAR MK 1509, OR

BAR MK 1502 AND 1506BAR MK 1505, OR

BAR MK 1507 AND 1506BAR MK 1508, OR

200 200

VIEW 'A-A'

VIEW 'A-A'

BAR MK 1506BAR MK 1507a AND BAR MK 1508a, OR

OF FOOTING)TOP AND BOTTOMEQUALLY SPACED IN(8 LOCATIONS; 4 BARSMIN. 600 mm OVERLAP15M LONGITUDINAL BARS

OF FOOTING)TOP AND BOTTOM

EQUALLY SPACED IN(8 LOCATIONS; 4 BARSMIN. 600 mm OVERLAP

15M LONGITUDINAL BARS

N. JOYAL

4

25

SCALE 1:20

1000 (min)

(min)

700

DETAIL 'B'SCALE 1:10

200

2020

20

20

SECTION 'C-C'SCALE 1:20

1000 (min)

915

(min)

700

SECTION 'B-B'

SEE NOTE 1SEE NOTE 1

CHAMFER20x20

REVISIONS

DATE DESCRIPTION BY

H.P.


ER

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P O O

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FA

NOTES:

TO TL-4

NESTED THRIE BEAM

BARRIER - ROADSIDE



TSTB99c

DRAWN BY:

REVIEWED BY:

L. LIEBRECHT

DATE: 2020 - 08


CHAMFER20x20

ALL REINFORCING SHALL HAVE 75 mm COVER, UNLESS OTHERWISE INDICATED.7.







275 146 304 275

600

275 304 275

VARIES (0 TO 146)

CLEAR

915

2:1 MAX10:1 MAX

10:1 MAX

2:1 MAX10:1 MAX

10:1 MAX

55

(TYP)DETAIL 'B'

SEE

(min)(min) (min) (min)

CHAMFER20x20

CHAMFER20x20

N. JOYAL

4

25

75

SCALE 1:20

4

25

75

SCALE 1:20

200

700

SECTION 'C-C'OPTION 1

SECTION 'C-COPTION 2

SCALE 1:20

SCALE 1:20

200

OPTION 1

OPTION 2

235

235

235

130

235

235

235

130

SECTION 'B-B'

SECTION 'B-B'

235

235

235

130

235

235

235

130


75

75

SEE NOTES 2 & 3@ 200 SPACING

BAR MK 1507




287

SEE NOTE 4@ 200 SPACINGBAR MK 1505

700

SEE NOTE 4@ 200 SPACINGBAR MK 1508








REVISIONS

DATE DESCRIPTION BY

H.P.


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N

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E

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R

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G

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SSD

P O O

N

NL

FA TO TL-4

NESTED THRIE BEAM

BARRIER - ROADSIDE



TSTB99c

DRAWN BY:

REVIEWED BY:

L. LIEBRECHT

DATE: 2020 - 08




ALL REINFORCING SHALL HAVE 75 mm COVER, UNLESS OTHERWISE INDICATED.7.







NOTES:

2:1 MAX10:1 MAX

10:1 MAX

2:1 MAX10:1 MAX

10:1 MAX

75

75

2:1 MAX10:1 MAX

10:1 MAX

75

2:1 MAX10:1 MAX

10:1 MAX

75

(8 LOCATIONS)MIN. 600 mm OVERLAP 10M LONGITUDINAL BAR




75

75

125

125

75

75

300 TO 287

VARIES

OF FOOTING)TOP AND BOTTOM

EQUALLY SPACED IN(8 LOCATIONS; 4 BARSMIN. 600 mm OVERLAP

15M LONGITUDINAL BARS



OF FOOTING)TOP AND BOTTOMEQUALLY SPACED IN(8 LOCATIONS; 4 BARSMIN. 600 mm OVERLAP15M LONGITUDINAL BAR

N. JOYAL

SCALE 1:20

VA

RIE

S

(915 T

O

815)

550

450

100

SCALE 1:20

VA

RIE

S

(915 T

O

815)

450

100

453

194

> 10

1

>10

1

> 2

1

1> 2

>10

1

> 10

1

SECTION 'D-D'

SECTION 'E-E'

ONE SET INSIDE THE OTHERTWO SECTIONS OF TRTM04a

UNDER NUTW/ TFWC16aTFBB04

TPDB02

TPDE07

TPDE05

TRWM02a

LONG GALVANIZED NAILROTATION WITH 90 mmSECURE BLOCK FROM

SEE NOTE 12UNDER NUTW/ TFWC16aTFBB04

TPDB01

1

1

≥10 1≥10

1≥10

PAVED SHOULDER

OR ROUND)LEAVE-OUT (SQUARE

115115

BLOCK (TYP)

180

(min) (min)

(min)

380 (min)

POST (TYP)GUARDRAIL

GUARDRAIL POST

600 (min)

SCALE 1:30

550

≥10

600 (min)

550

SCALE 1:20

NOT TO SCALE

ELEVATION VIEW

PLAN VIEW

STANDARD LEAVE-OUT DETAIL

(TYP)PAVED SURFACE

PURPOSES ONLYFOR ILLUSTRATIVEPOST IS SHOWN

SCALE 1:30

LEAVE-OUT

≥0

(TYP)50 mm THICK (max)ASPHALT BACKFILL

REVISIONS

DATE DESCRIPTION BY

H.P.


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NOTES:

TO TL-4

NESTED THRIE BEAM

BARRIER - ROADSIDE


MANITOBA CONSTRAINED

SEE NOTES 2 & 3OR APPROVED ALTERNATEROD ANCHORS AND HILTI HIT RE 50022 DIA. x 140 LONG HILTI THREADED

SEE NOTES 2 & 3OR APPROVED ALTERNATEROD ANCHORS AND HILTI HIT RE 50022 DIA. x 140 LONG HILTI THREADED

550

194

194

SHEET NO: 6 OF 8

STEEL (REBAR) LOCATOR TO BE USED PRIOR TO DRILLING HOLES.3.

HOLES FOR THREADED RODS SHALL BE DRILLED HORIZONTAL AT 2 mm LARGER THAN DIAMETER OF THREADED ROD.2.


TSTB99c

DRAWN BY:

REVIEWED BY:

L. LIEBRECHT

DATE: 2020 - 08


PARTIAL SECTION 'F-F'

PARTIAL SECTION 'G-G'

N. JOYAL

0.94600STR1506 0

600

65

BENT1002

182

16729

65 503 0.39

0.9560465BENT1502

278

319

600

51

1505 BENT 65

287

236

319

525

1300 2.04

278

319

600

236

319

525

A

B

1507a

1507b

1507c

1507d

1507e

BENT

BENT

BENT

BENT

BENT

65

65

65

65

44

34

24

15

5

603

602

601

600

600

0.95

0.95

0.94

0.94

0.94

651508a

1508b

1508c

1508d

1508e

BENT

BENT

BENT

BENT

BENT

65

65

65

65

44

34

24

15

5

1299

1301

1303

1306

1308

2.04

2.04

2.05

2.05

2.05

B

287

290

293

297

299

REVISIONS

DATE DESCRIPTION BY

H.P.


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NOTES:

TL-4 AT 915

BARRIER - MEDIAN

CONSTANT SLOPE

CONSTRAINED WIDTH

MANITOBA

ALL BARS SHALL BE BENT IN ACCORDANCE WITH THE FOLLOWING DETAIL:6.

IN ACCORDANCE WITH CAN/CSA G40.21-M92 GRADE 300W.

BARS MARKED WITH THE SUFFIX "P" SHALL BE PLAIN UNDEFORMED BARS5.

ITEMS TO BE IDENTIFIED IN A SIMILAR FASHION.

LIKE BARS SHALL BE BUNDLED, SECURELY TIED, AND IDENTIFIED AS TO MARK No. BY APPROPRIATE MEANS. ALL OTHER4.

GRADE 400W, UNLESS NOTED OTHERWISE IN THE BILL OF REINFORCING STEEL.

ALL REINFORCING STEEL SHALL CONFORM TO CSA G30.18-M92 "BILLET STEEL BARS FOR CONCRETE REINFORCEMENT"3.

ALL REINFORCING STEEL SHALL BE DEFORMED STEEL UNLESS NOTED OTHERWISE IN THE BILL OF REINFORCING STEEL.2.

6.6.2 OF CSA A23.1 UNLESS NOTED OTHERWISE IN THE BILL OF REINFORCING STEEL.

STANDARD 90°, 135° & 180° HOOKS REFERENCED FROM THE RSIC "MANUAL OF STANDARD PRACTICE". RADII ARE INSIDE DIMENSIONS. ALL REINFORCING STEEL BENDS AND HOOKS SHALL CONFORM TO CLAUSE

ALL DIMENSIONS GIVEN IN BENDING DIAGRAM ARE OUT TO OUT, EXCEPT RADII AND EXTENSIONS ON 90°, 135° & 180° HOOKS. EXTENSIONS ON 90°, 135° & 180° HOOKS ARE THE "A" OR "G" DIMENSIONS FOR THE1.

kg

kg/m

SEC.

END

SEC.

INTERIOR

A

51

203

203

---

---

---

---

---

---

---

---

---

---

---

0.33

0.33

0.33

0.33

0.33

0.14

SHEET NO: 7 OF 8

---

---

---

1.65

1.63

0.71

0.71

0.71

0.71

0.71

3.55

TSTB99c

DRAWN BY:

REVIEWED BY:

L. LIEBRECHT

DATE: 2020 - 08


DIMENSION

DIMENSION

H

DK

CB

DDD

A

A

(mm)

TOTAL LENGTHTYPEMARK BENDING DIAGRAM

MASS

(mm)

PIN DIAMETER

N. JOYAL

BENT 65

300

1450 2.281509

600

--- 3.97

BAR

6000

6000

6000

OPTION 1 OPTION 2 OPTION 3

LONGITUDINAL REINFORCING - MASS (kg/m)

SECTIONINTERIOR

SECTIONEND

125BENT 1741 4.412012

2009 BENT 125 7.73

300

300

3283

2013a

2013b

2013c

2013d

2013e

BENT

BENT

BENT

BENT

1742

1745

1749

1753

1757

4.41

4.42

4.43

4.44

4.45

B

181

208

235

261

288

2014a

2014b

2014c

2014d

2014e

BENT

BENT

BENT

BENT

BENT

2599

2561

2521

2481

2441

6.12

6.03

5.94

5.84

5.75

125

125

125

125

125

125

125

125

125

125

C

108773

770

767

766

765

84

59

35

11

300

300

753

724

714

694

674

850

550---

---

165

122

765

775

765

A

BC

A

300

---

---

---

---

---

---

---

---

---

---

1.53

1.54

1.54

1.54

1.55

2.13

2.10

2.07

2.03

2.00

40.33

7.67

REVISIONS

DATE DESCRIPTION BY

H.P.


ER

EN

F

PR

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SSD

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NL

FA

NOTES:

TL-4 AT 915

BARRIER - MEDIAN

CONSTANT SLOPE

CONSTRAINED WIDTH

MANITOBA

ALL BARS SHALL BE BENT IN ACCORDANCE WITH THE FOLLOWING DETAIL:6.

IN ACCORDANCE WITH CAN/CSA G40.21-M92 GRADE 300W.

BARS MARKED WITH THE SUFFIX "P" SHALL BE PLAIN UNDEFORMED BARS5.

ITEMS TO BE IDENTIFIED IN A SIMILAR FASHION.

LIKE BARS SHALL BE BUNDLED, SECURELY TIED, AND IDENTIFIED AS TO MARK No. BY APPROPRIATE MEANS. ALL OTHER4.

GRADE 400W, UNLESS NOTED OTHERWISE IN THE BILL OF REINFORCING STEEL.

ALL REINFORCING STEEL SHALL CONFORM TO CSA G30.18-M92 "BILLET STEEL BARS FOR CONCRETE REINFORCEMENT"3.

ALL REINFORCING STEEL SHALL BE DEFORMED STEEL UNLESS NOTED OTHERWISE IN THE BILL OF REINFORCING STEEL.2.

6.6.2 OF CSA A23.1 UNLESS NOTED OTHERWISE IN THE BILL OF REINFORCING STEEL.

STANDARD 90°, 135° & 180° HOOKS REFERENCED FROM THE RSIC "MANUAL OF STANDARD PRACTICE". RADII ARE INSIDE DIMENSIONS. ALL REINFORCING STEEL BENDS AND HOOKS SHALL CONFORM TO CLAUSE

ALL DIMENSIONS GIVEN IN BENDING DIAGRAM ARE OUT TO OUT, EXCEPT RADII AND EXTENSIONS ON 90°, 135° & 180° HOOKS. EXTENSIONS ON 90°, 135° & 180° HOOKS ARE THE "A" OR "G" DIMENSIONS FOR THE1.

SHEET NO: 8 OF 8

TSTB99c

DRAWN BY:

REVIEWED BY:

L. LIEBRECHT

DATE: 2020 - 08


kg

kg/m

SEC.

END

SEC.

INTERIOR

BENT

--- 6.5910M

15M

20M

DIMENSION

DIMENSION

H

DK

CB

DDD

A

A

FOOTING

(mm)

TOTAL LENGTHTYPEMARK BENDING DIAGRAM

MASS

(mm)

PIN DIAMETER

--- ---

--- ---

---

---

---

---

---

---

13.19 13.19

---

N. JOYAL

ELEVATION - gov.mb.ca · elevation view plan view standard leave-out detail (typ) paved surface...

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Transcript of ELEVATION - gov.mb.ca · elevation view plan view standard leave-out detail (typ) paved surface...