TSP

TSP

DI

BO

BOBO

BO

DI

HP

HP

AN

A

N

PO

FH

HP

HP

A

N

D

D

D

D

D

UBUBUBUB

U

B

D

D

D

DD

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

DD

DD

DD

D

D

D

D

D

D

D

D

DD

DD

DD

DD

DD

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

WW

WW

WW

WW

WW

W

W

W

W

W

W

W

W

W

W

W

W

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WW

UB

UB

UB

UB

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UBUB

UBUBUB

UB

UB

UB

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U

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UB

U

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U

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UB

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UB

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UB UB UB UB UB UB UB UB UB UB

DDDDDDDDD

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

OHOH

OHOH

OHOH

OHOH

OHOH

OHOH

OHOH

OHOH

OHOH

OHOH

OHOH

OHOH

OH

UBUB

D

D

D

D

D

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A

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SIB

D

D

D

D

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OH

OH

OH

|

i

|

i

|

i

|

i

|

i

|

i

|

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LACROIX ROAD

#1

#3

#1

#2

#3

#4

#2

D

IR

E

C

T

IO

N

O

F

F

L

O

W

1

+

0

0

0

1

+

0

2

0

1

+

0

4

0

1

+

0

4

4

PROPOSED 19.0m - 900mm Ø HDPE CULVERT

RIP-RAP(R50) PROTECTION AT INLET

PER OPSD 810.010 C/W OPSS 1860

CLASS II NON-WOVEN GEOTEXTILE

RIP-RAP (R50) PROTECTION AT OUTLET PER

OPSD 810.010 C/W OPSS 1860 CLASS II

NON-WOVEN GEOTEXTILE

WELDED WIRE RETAINING WALL TO BE DESIGNED

AND SEALED BY STRUCTURAL ENGINEER

0.6m (L) x 0.6m (W) x 0.6m (H)

ARMOUR STONES

17°

PROPOSED CHANNEL TO TIE

INTO EXISTING CHANNEL -

MATCH EXISTING CONDITION

SKEW ANGLE

WELDED WIRE RETAINING WALL TO BE

DESIGNED AND SEALED BY STRUCTURAL

ENGINEER

>

>

>

>

>

RE-ALIGN EXISTING DITCH C/W R10 RIP-RAP

TO TIE INTO PROPOSED CHANNEL

2+000

2+020

2+0402+045

3+000

3+020

3+0403+045

>

>

>

PROVIDE RIP-RAP (R10) ALONG EXISTING

DITCH TO TIE INTO EXISTING CHANNEL

STRAW BALES PER OPSD 219.180

LIGHT DUTY SILT FENCE BARRIERS

PER OPSD 219.110

SEDIMENT TRAP FOR DEWATERING

PER OPSD 219.240

RE-ALIGN EXISTING DITCH c/w R10 RIP-RAP

TO TIE INTO PROPOSED CHANNEL

E

L

.

7

3

.

0

5

E

L

.

7

3

.

1

4

E

L

.

7

3

.

2

1

E

L

.

7

3

.

3

7

E

L

.

7

3

.

5

0

E

L

.

7

2

.

9

5

E

L

.

7

3

.

0

4

E

L

.

7

2

.

9

2

E

L

.

7

1

.

8

0

E

L

.

7

1

.

8

5

E

L

.

7

3

.

0

0

E

L

.

7

3

.

1

1

E

L

.

7

2

.

0

4

E

L

.

7

3

.

1

5

E

L

.

7

3

.

2

7

E

L

.

7

3

.

3

7

E

L

.

7

3

.

2

4

E

L

.

7

3

.

4

0

E

L

.

7

3

.

2

7

E

L

.

7

2

.

9

6

EL.7

3.0

4

E

L

.

7

2

.

9

2

E

L

.

7

2

.

9

4

E

L

.

7

2

.

8

1

E

L

.

7

0

.

7

2

E

L

.

7

0

.

8

2

E

L

.

7

0

.

8

6

E

L

.

7

1

.

0

4

E

L

.

7

2

.

8

2

E

L

.

7

3

.

1

5

E

L

.

7

3

.

2

7

66

68

70

72

74

76

66

68

70

72

74

76

1+

000

1+

005

1+

010

1+

015

1+

020

1+

025

1+

030

1+

035

1+

040

1+

044

EXISTING GROUND

EXISTING GROUND

C

L

UNDERGROUND BELL SIZE,

LOCATION, AND DEPTH TO BE

CONFIRMED. CONTRACTOR TO

PROTECT DURING CONSTRUCTION.

EXISTING 250mmØ PVC

WATERMAIN. CONTRACTOR TO

PROTECT DURING CONSTRUCTION

PR

OP

OS

ED

19.0

m -

900m

mØ

HD

PE

CU

LVE

RT

@ 3

.1 %

EM

BE

D T

O 1

0%

OF

DIA

ME

TE

R W

ITH

CLE

AR

ST

ON

E (

25-5

0m

mØ

)

600mm DEPTH OF RIP-RAP (R50) AS PER OPSD

810.010 AND OPSS 511 C/W CLASS II NON-WOVEN

GEOTEXTILE MATERIAL AS PER OPSS 1860

FOR RIPRAP PLACEMENT ON PRIVATE PROPERTY,

COORDINATE ACCESS WITH OWNER

600mm DEPTH OF RIP-RAP (R50) AS PER OPSD

810.010 AND OPSS 511 C/W CLASS II NON-WOVEN

GEOTEXTILE MATERIAL AS PER OPSS 1860

FOR RIPRAP PLACEMENT ON PRIVATE

PROPERTY, COORDINATE ACCESS WITH OWNER

P

L

P

L

BEDDING:

300mm GRANULAR 'A' C/W CLASS

II NON-WOVEN GEOTEXTILE

MATERIAL AS PER OPSS 511

PROPOSED INV.=66.24m

PROPOSED INV.=66.82m

PROPOSED ROAD STRUCTURE

50mm - HL4 SURFACE COURSE

150mm - GRAN 'A' BASE

400mm - GRAN 'B' TYPE II SUBBASE

NON-WOVEN GEOTEXTILE

3.5m (3.62m)

PAVEMENT

3.5 m (3.70m)

PAVEMENT

1.0m (1.04m)

SH

OU

LD

ER

1.0m (1.05m)

SH

OU

LD

ER

1.0m (1.05m)

RO

UN

DIN

G

1.0m (1.04m)

RO

UN

DIN

G

3% 3%

6%6%

CLAY SEAL AS PER

OPSD 802.095

STEEL BEAM GUIDE RAIL AS PER OPSD 912.130

(height of 0.72 m from surface to top of guide rail;

embed to min. 0.9 m depth)

MAX 2:1 SLOPE

MAX 2:1 SLOPE

WELDED WIRE RETAINING WALL TO BE

SEALED BY A STRUCTURAL ENGINEER

LICENSED IN THE PROVINCE OF ONTARIO.

WELDED WIRE RETAINING WALL TO BE

SEALED BY A STRUCTURAL ENGINEER

LICENSED IN THE PROVINCE OF ONTARIO.

STEEL BEAM GUIDE RAIL AS PER OPSD 912.130

(height of 0.72 m from surface to top of guide rail;

embed to min. 0.9 m depth)

200 mm RIP-RAP (R10)

200 mm RIP-RAP (R10)

BEDDING:

150mm GRANULAR 'A'

CONCRETE HEAD WALL PER

OPSD 804.030 SEE DETAIL.

PROPOSED ARMOUR STONES

TIE EXISTING CHANNEL INTO RIP-RAP AT

CULVERT INLET C/W 100 MM TOPSOIL

AND SEED (STANDARD ROADSIDE MIX)

0.20m

0.20m

BACKFILL WITH MECHANICALLY STABILIZED EARTH

AS SPECIFIED IN RETAINING WALL DESIGN AND PER

GEOTECH RECOMMENDATION

BACKFILL WITH MECHANICALLY STABILIZED

EARTH (MSE) AS SPECIFIED IN RETAINING WALL

DESIGN AND PER GEOTECH RECOMMENDATION

PROPOSED SHOULDER

AND ROUNDING STRUCTURE

150mm - GRAN 'M' SURFACE

400mm - GRAN 'B' TYPE II SUBBASE

NON-WOVEN GEOTEXTILE

BEDDING:

300mm GRANULAR 'A' C/W CLASS

II NON-WOVEN GEOTEXTILE

MATERIAL AS PER OPSS 511

PROVIDE GRANULAR SEALING OF

ROUNDING PER OPSS.MUNI 305

PROVIDE GRANULAR SEALING OF

ROUNDING PER OPSS.MUNI 305

LACROIX ROAD

CULVERT

CLARENCE-ROCKLAND

~

PLAN & PROFILE

002

ISSUED FOR UTILITY CIRCULATIONAS/BWS2019-07-12

1

AS NOTED

PROJECT No.:

REVISION DATE:

REVISION No.:

19-5066A

2019-08-14

3

DESIGNED: AS

SCALE:

12 INTERNATIONAL DRIVE, PEMBROKE, ON

Phone: (613)735-2507, Fax:(613)735-4513

1150 MORRISON DRIVE, SUITE 410, OTTAWA, ON

Phone: (613)828-7800, Fax: (613)828-2600

APPROVED: SACHECKED: SA

DRAFTED: BWS

No.YYYY-MM-DD ENG/DRFT

REVISION COMMENTS

DW

G N

AM

E: J:\5-C

IV

IL\2019\19-5066A

- C

LA

RE

NC

E-R

OC

KLA

ND

- LA

CR

OIX

C

ULV

ER

T\05 D

RA

WIN

GS

\1 O

NG

OIN

G\D

ES

IG

N-08-30-2019.D

WG

LA

YO

UT

: P

LA

N&

PR

OF

ILE

S

AV

ED

O

N W

ednesday, S

eptem

ber 4, 2019

B

Y B

RY

AN

S

DW

G N

AM

E: J:\5-C

IV

IL\2019\19-5066A

- C

LA

RE

NC

E-R

OC

KLA

ND

- LA

CR

OIX

C

ULV

ER

T\05 D

RA

WIN

GS

\1 O

NG

OIN

G\D

ES

IG

N-08-30-2019.D

WG

LA

YO

UT

: P

LA

N&

PR

OF

ILE

S

AV

ED

O

N W

ednesday, S

eptem

ber 4, 2019

DESIGN-08-30-2019.DWG

Jp2g Consultants Inc.

ENGINEERS ▪ PLANNERS ▪ PROJECT MANAGERS

THE POSITION OF POLE LINES, CONDUITS, WATERMAINS, SEWERS AND OTHER

UNDERGROUND AND OVERGROUND UTILITIES AND STRUCTURES IS NOT

NECESSARILY SHOWN ON THE CONTRACT DRAWING, AND, WHERE SHOWN, THE

ACCURACY OF THE POSITION OF SUCH UTILITIES AND STRUCTURES IS NOT

GUARANTEED. BEFORE STARTING WORK, THE CONTRACTOR SHALL INFORM

THEMSELVES OF THE EXACT LOCATION OF ALL SUCH UTILITIES AND STRUCTURES,

AND SHALL ASSUME ALL LIABILITY FOR DAMAGE TO THEM.

0 5 cm1:1

1:2500 2 4 6 8 10 m

PLAN VIEW

SCALE 1:250

PROFILE VIEW

SCALE HORIZONTAL 1:100SCALE VERTICAL 1:50

0 5 cm1:1

1:1000 1 2 3 4 5 m

0 5 cm1:1

1:500 0.5 1 1.5 2 2.5 m

ISSUED FOR REVIEWAS/BWS2019-07-26

2

ISSUED FOR TENDERAS/BWS2019-08-14

3

ISSUED FOR ADDENDUM#1AS/BWS2019-09-04

4