morningside dr. twp 532a hwy 60 - parkland county · 12 pavement marking and signage - sta 1+350 to...

HWY 60

HWY 16

TWP 532A

MORNINGSIDE DR.

KEY PLAN

INDEX

Sheet No.

Drawing Title Drawing No.

02 REMOVALS - Limit of Construction to Sta 1+350 RM01

03 REMOVALS - Sta 1+350 to Limit of Construction RM02

04 ALIGNMENT - Limit of Construction to Sta 1+350 AL01

05 ALIGNMENT - Sta 1+350 to Limit of Construction AL02

06 PAVEMENT DETAILS - Limit of Construction to Sta 1+350 PD01

07 PAVEMENT DETAILS - Sta 1+350 to Limit of Construction PD02

08 GRADING AND PLAN PROFILE - Limit of Construction to Sta 1+415 GR01

09 GRADING AND PLAN PROFILE - Sta 1+415 to Limit of Construction GR02

10 GRADING AND PLAN PROFILE - Service Road GR03

11 PAVEMENT MARKING AND SIGNAGE - Limit of Construction to Sta 1+350 PM01

12 PAVEMENT MARKING AND SIGNAGE - Sta 1+350 to Limit of Construction PM02

13 TYPICAL CROSS SECTIONS XS01

14 TYPICAL CULVERT SECTIONS XS02

15 FOR REFERENCE ONLY - PAVEMENT MARKING AND SIGNAGE - Highway 44 to Legend Drive

16 FOR REFERENCE ONLY - PAVEMENT MARKING AND SIGNAGE - Legend Drive to Lakeland Terrace Drive

NOTE: THIS DRAWING IS

HALF SCALE WHEN PRINTED

TO 11" x 17" FORMAT

ISSUED FOR

CONSTRUCTION

PROJECT AREA

CONTRACT DRAWINGS

for

2017 - 2018

Township Road 532A

Highway 60 To Morningside Drive

Wai

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EX 250mm PVC WM

EX 250mm PVC WM

LOT 1

992 4601

5 7

9 11 13 1517 19 44ER18

LOT 2

992 4601

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

Township Road 532A

CLEARING AND GRUBBING TREES

OUT FLOW CHANNEL F

ROM

STORM WATER MANAGEMENT FACILITY

LIM

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3

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1+000

1+100

1+200

1+300

REMOVE EXISTING SIGN

Morn

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REVISION

1

REVISION

1



TO 11" x 17" FORMAT

ISSUED FOR

CONSTRUCTION

HORZ 01:500

20m15105

No.

REVISIONS

DESCRIPTION BY DATE

Scale

Discipline Review:Designed:

Design Checked:Drawn:

Date:

Date:

Sheet No.

Drawing No.

PARKLAND COUNTY

Township Road 532A

Highway 60 to Morningside Drive

14926RM01REMOVAL

Limit of Construction to Sta 1+350

02WCKL

GW Aug 10 2017AP Aug 10 2017

0 ISSUED FOR CONSTRUCTION GW AUG 2017

1 REMOVE EXISTING SIGN GW MAY 2018

2 3 4 5

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OriginallyStamped and Signed

RECORD DRAWINGDate:

byGeorge WelshAug 11, 2017

PERMIT NUMBER: P 4741

By:

RECORD DRAWING

ORIGINALLY PERMITTED

Date:Date:

ISL Engineering and Land Services Ltd.

Anthony PlamondonAug 11, 2017

GENERAL NOTES1. SEE PAVEMENT DETAILS AND UTILITIES PLANS FOR ALL OTHER REMOVALS.2. MILLING AREAS ARE SHOWN ON PAVEMENT DETAILS PLANS.

REMOVAL HATCH PATTERNS

CONCRETE ISLAND REMOVALPAVEMENT STRUCTURE REMOVAL (FULL DEPTH)

TREE REMOVAL

FOR ADDITIONAL SIGNAGE REMOVALSWEST OF MORNINGSIDE DRIVE,SEE REFERENCE DRAWINGS

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SERVICE ROAD

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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

EX 250mm PVC WM

EX 250mm PVC WM

FORTIS

FORT

IS

TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS

TELU

STE

LUS

TELU

STE

LUS

TELU

STE

LUS

TELU

STE

LUS

TELU

STE

LUS

LOT 2

992 4601

LOT 3012 0206

LOT 1

992 4601

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

Township Road 532A

High

way 6

0

REMOVE AND REPLACE ENTIRE150mm CONC MEDIAN

CLEARING AND GRUBBING TREES

REMOVE EXISTINGPAVEMENT STRUCTURE

OUT FLOW CHANNEL F

ROM


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1+300

1+400

1+500

1+600

RELOCATE EXISTING SIGN



REMOVEEXISTINGDELINEATORS REMOVE EXISTING SIGNS

REVISION

1

FOR CONTINUATIONSEE INSERTION




TO 11" x 17" FORMAT

ISSUED FOR

CONSTRUCTION

HORZ 01:500

20m15105

No.

REVISIONS

DESCRIPTION BY DATE

Scale



Date:

Date:

Sheet No.

Drawing No.

PARKLAND COUNTY

Township Road 532A


14926RM02REMOVALS

Sta 1+350 To Limit Of Construction

03KLKL

Checked By Aug 10 2017AP Aug 10 2017

0 ISSUED FOR TENDER GW AUG 2017

1 REMOVE AND REPLACE MEDIAN KL DEC 2017

2 3 4 5

Wai

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REMOVAL HATCH PATTERNS

CONCRETE ISLAND REMOVALPAVEMENT STRUCTURE REMOVAL (FULL DEPTH)

GENERAL NOTES1. SEE PAVEMENT DETAILS AND UTILITIES PLANS FOR ALL OTHER REMOVALS.2. MILLING AREAS ARE SHOWN ON PAVEMENT DETAILS PLANS.

TREE REMOVAL



RECORD DRAWINGDate:



By:

RECORD DRAWING


Date:Date:



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1+000

1+100

1+200

1+300

L1

L2

C1

LOT 1

992 4601

5 7

9 11 13 1517 19 44ER18

LOT 2

992 4601

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

LOT 1

992 4601

5 7

9 11 13 1517 19 44ER18

LOT 2

992 4601

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PA-TWP532A_OP1NUMBER

L1

C1

L2

C2

L3

START STATION

1+000

1+075.867

1+253.196

1+319.615

1+541.352

START POINT (N, E)

5934805.861, 81227.750

5934798.615, 81303.271

5934747.781, 81471.961

5934716.538, 81530.573

5934644.706, 81739.374

LENGTH (m)

75.867

177.328

66.420

221.736

117.664

RADIUS (m)

450.000

700.000

DELTA

22°34'41.19"

18°08'57.75"

END STATION

1+075.867

1+253.196

1+319.615

1+541.352

1+659.015

END POINT (N, E)

5934798.615, 81303.271

5934747.781, 81471.961

5934716.538, 81530.573

5934644.706, 81739.374

5934624.457, 81855.282

LIM

IT

O

F C

ON

ST

RU

CT

IO

N

PC: 1

+075

.867

PT: 1

+253

.196

PC: 1

+319

.615

1+0701+100

1+150

1+200

1+250

1+300

1+350

1+045

1+100

1+200

1+300

M

A

T

C

H

L

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S

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A

1

+

3

5

0

Morn

ingsid

e Driv

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Township Road 532A

OUT FLOW CHANNEL F

ROM


DITCH

DITCH4.00

4.00

4.004.00

4.004.00



TO 11" x 17" FORMAT

ISSUED FOR

CONSTRUCTION

HORZ 01:500

20m15105

GENERAL NOTES1. HORIZONTAL ALIGNMENT FOR DITCHES WILL BE PROVIDED ELECTRONICALLY.2. COORDINATE SYSTEM USED IS 10TM CM115 NAD 83 GRID.3. ALL COORDINATE, CURVE DATA AND TIES ARE TO EOP UNLESS OTHERWISE NOTED.4. ALL CHAINAGE AND OFFSET SHOWN ARE BASED ON THE CONTROL LINE.

No.

REVISIONS

DESCRIPTION BY DATE

Scale



Date:

Date:

Sheet No.

Drawing No.

PARKLAND COUNTY

Township Road 532A


14926AL01ALIGNMENT


04WCKL

GW Aug 10 2017AP Aug 10 2017


1 2 3 4 5

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Cheu

ng / M

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7, 18

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RECORD DRAWINGDate:



By:

RECORD DRAWING


Date:Date:



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1+300

1+400

1+500

1+600L3

L2

C2

11+534

11+6

00

21+560

21+600C6

3+00

0

3+10

0

BP: 2

1+55

5.461

EP: 2

1+63

2.646

BP: 1

1+53

3.132

EP: 11+682.964

PC: 11+645.450

PC: 1

1+56

4.542

PT: 11+605.120

PCC: 11+587.024

PRC: 11+577.662

LOT 2

992 4601

LOT 3012 0206

LOT 1

992 4601

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

LOT 2

992 4601

LOT 3012 0206

LOT 1

992 4601

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PA-TWP532A_OP1NUMBER

L1

C1

L2

C2

L3

START STATION

1+000

1+075.867

1+253.196

1+319.615

1+541.352

START POINT (N, E)

5934805.861, 81227.750

5934798.615, 81303.271

5934747.781, 81471.961

5934716.538, 81530.573

5934644.706, 81739.374

LENGTH (m)

75.867

177.328

66.420

221.736

117.664

RADIUS (m)

450.000

700.000

DELTA

22°34'41.19"

18°08'57.75"

END STATION

1+075.867

1+253.196

1+319.615

1+541.352

1+659.015

END POINT (N, E)

5934798.615, 81303.271

5934747.781, 81471.961

5934716.538, 81530.573

5934644.706, 81739.374

5934624.457, 81855.282

PA-TWP532A-EAST INT-LEFT EOPNUMBER

C6

START STATION

21+555.461

START POINT (N, E)

5934646.218, 81753.961

LENGTH (m)

77.185

RADIUS (m)

800.000

DELTA

5°31'40.72"

END STATION

21+632.646

END POINT (N, E)

5934636.621, 81830.517

PA-TWP532A-EAST_INT_SERVICE_RDNUMBER

L26

C29

C28

L27

START STATION

3+000

3+055.609

3+075.050

3+079.083

START POINT (N, E)

5934533.633, 81789.110

5934588.587, 81780.598

5934607.966, 81779.503

5934611.973, 81779.932

LENGTH (m)

55.609

19.441

4.033

25.265

RADIUS (m)

100.000

30.500

DELTA

11°08'19.05"

7°34'32.59"

END STATION

3+055.609

3+075.050

3+079.083

3+104.348

END POINT (N, E)

5934588.587, 81780.598

5934607.966, 81779.503

5934611.973, 81779.932

5934636.861, 81784.280

L

IM

IT

O

F

C

O

N

S

T

R

U

C

T

IO

N

PC: 1

+319

.615

PT: 1

+541

.352

EP: 1

+659

.015

1+300

1+350

1+400

1+450

1+500

1+550

1+600

1+300

1+400

1+500

M

A

T

C

H

L

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1

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5

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Township Road 532A

High

way 6

0

NATURALDRAINAGECOURSE

OUT FLOW CHANNEL F

ROM


DITCH

DITCH

L24

L25

C24

C25

C26

C27

PA-TWP532A-EAST_INT-SWNUMBER

L24

C25

C26

C27

L25

C24

START STATION

11+533.132

11+564.542

11+577.662

11+587.024

11+605.120

11+645.450

START POINT (N, E)

5934642.236, 81730.550

5934636.468, 81761.427

5934626.595, 81767.701

5934617.311, 81766.894

5934599.405, 81769.432

5934559.888, 81777.489

LENGTH (m)

31.410

13.120

9.362

18.096

40.330

37.515

RADIUS (m)

8.000

28.000

150.000

30.505

DELTA

93°57'47.16"

19°09'26.68"

6°54'43.42"

70°27'40.17"

END STATION

11+564.542

11+577.662

11+587.024

11+605.120

11+645.450

11+682.964

END POINT (N, E)

5934636.468, 81761.427

5934626.595, 81767.701

5934617.311, 81766.894

5934599.405, 81769.432

5934559.888, 81777.489

5934527.664, 81763.339

4.004.00

4.004.00

4.00

4.00

4.00

4.00

4.00

5.63

L26

L27

C28

C29

4.37

C30

C31

C32

C33

C34

CURVE #C30

C31

C32

C33

C34

LENGTH3.553

18.753

2.857

22.581

2.589

RADIUS4.000

30.050

1.000

33.500

1.000

DELTA050°53'09"

035°45'21"

163°40'05"

038°37'16"

148°18'40"

TANGENT1.903

9.693

6.969

11.738

3.523

BC NORTHING5934629.210

5934628.066

5934611.663

5934626.731

5934626.731

BC EASTING81791.567

81788.326

81779.880

81797.436

81797.436

EC NORTHING5934628.066

5934611.663

5934611.066

5934611.066

5934628.626

EC EASTING81788.326

81779.880

81781.767

81781.767

81797.108

CONCRETE ISLAND LIP OF GUTTER

REVISION

1REVISION

1



TO 11" x 17" FORMAT

ISSUED FOR

CONSTRUCTION

HORZ 01:500

20m15105

No.

REVISIONS

DESCRIPTION BY DATE

Scale



Date:

Date:

Sheet No.

Drawing No.

PARKLAND COUNTY

Township Road 532A


14926AL02ALIGNMENT

Sta 1+350 to Limit of Construction

05WCKL

GW Aug 10 2017AP Aug 10 2017


1 ADJUST CONCRETE ISLANDS KL DEC 2017

2 3 4 5

Wai

Cheu

ng / M

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7, 18

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gGENERAL NOTES1. HORIZONTAL ALIGNMENT FOR DITCHES WILL BE PROVIDED ELECTRONICALLY.2. COORDINATE SYSTEM USED IS 10TM CM115 NAD 83 GRID.3. ALL COORDINATE, CURVE DATA AND TIES ARE TO EOP UNLESS OTHERWISE NOTED.4. ALL CHAINAGE AND OFFSET SHOWN ARE BASED ON THE CONTROL LINE.

16.24


RECORD DRAWINGDate:



By:

RECORD DRAWING


Date:Date:



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EX 250mm PVC WM

EX 250mm PVC WM

LOT 1

992 4601

5 7

9 11 13 1517 19 44ER18

LOT 2

992 4601

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

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EX 250mm PVC WM

EX 250mm PVC WM

A

1+000

1+100

1+200

1+300

A

CONSTRUCTPAVEMENTSTRUCTURE A


Morn

ingsid

e Driv

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Township Road 532A

0mm - 50mmMILL AND OVERLAY

4.00

4.00

4.004.00

HYDRANTSHOULDERWIDENING

EX HYD

SAWCUT PAVEMENT

OUT FLOW CHANNEL F

ROM


CONSTRUCT 31 m -900mm CSP CULVERT

LIM

IT

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ST

RU

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M

A

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1

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3

5

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LIMIT OF OVERLAY

DITCH

DITCH

B

B

TOPSOIL ANDHYDROSEED

RIP-RAP TO BE INSTALLED ON THEDROPS FROM THE ROADSIDEDITCH TO THE CHANNEL BED

INSTALL 18.25m OF600mm CSP CULVERT

WITH RIP RAP

REVISION

1RIP-RAP TO BE INSTALLED ON THEDROPS FROM THE ROADSIDEDITCH TO THE CHANNEL BED



TO 11" x 17" FORMAT

HORZ 01:500

20m15105

No.

REVISIONS

DESCRIPTION BY DATE

Scale



Date:

Date:

Sheet No.

Drawing No.

PARKLAND COUNTY

Township Road 532A


14926PD01PAVEMENT DETAILS


06WCKL

GW Aug 10 2017AP Aug 10 2017


1 600mm CULVERT ADDED KL AUG 2017

2 3 4 5

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0-14

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0mm to 50mm MILL & OVERLAY

CONCRETE MEDIAN FILL / ISLAND

CONSTRUCTION HATCH PATTERNS

LANDSCAPE - 150mm TOPSOIL & HYDROSEED

ASPHALT PAVEMENT STRUCTURE A· 100mm M1 ASPHALT· 300mm 3-20 GRAVEL· 300mm PREPARED SUBGRADE

ASPHALT PAVEMENT STRUCTURE B· MATCH ADJACENT PAVEMENT

STRUCTURE

GENERAL NOTES1. 2 FIELD ACCESS LOCATIONS TO BE CONSTRUCTED AT LOCATIONS TO BE DETERMINED IN FIELD.

ISSUED FOR

CONSTRUCTION


RECORD DRAWINGDate:



By:

RECORD DRAWING


Date:Date:



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O/H

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EX 250mm PVC WM

EX 250mm PVC WM

FORTIS

FORT

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TELU

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TELU

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LUS

TELU

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STE

LUS

LOT 2

992 4601

LOT 3012 0206

LOT 1

992 4601

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

>

>

>

>

>

>

>

>

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>

>

>

>

>

>

>

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>

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>

>>

>

>

>

>

>

>

>>

>>

>>

>

>

>

>

>

>

>

>

>>

>>

>>

>

>>

>>

>>

>>

>>

>>

>>

>>

>> > >

>>

>

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

O/H


O/H

O/H

EX 250mm PVC WM

EX 250mm PVC WM

FORTIS

FORT

IS


TELU

STE

LUS

TELU

STE

LUS

TELU

STE

LUS

TELU

STE

LUS

TELU

STE

LUS

1+300

1+400

1+500

1+600

1+659.015

D

D


Township Road 532A

High

way 6

0

4.004.00

4.00

4.004.004.004.00

CONSTRUCT225mm CONC ISLAND

REPLACE ENTIRE150mm CONC MEDIAN

CONSTRUCTPAVEMENTSTRUCTURE B

0mm - 50mmMILL AND OVERLAY

CONSTRUCT 45 m - 600mm CSP CULVERT

CONSTRUCT 31 m -900mm CSP CULVERT

L

IM

IT

O

F

C

O

N

S

T

R

U

C

T

IO

N

COMMERCIAL VEHICLEINSPECTION STATION

HYDRANTSHOULDERWIDENING

EX HYD


OUT FLOW CHANNEL F

ROM


L

IM

IT

O

F

C

O

N

S

T

R

U

C

T

IO

N

M

A

T

C

H

L

I

N

E

S

T

A

1

+

3

5

0

SAWCUT PAVEMENT

LIMIT OF OVERLAY

LIMIT OF OVERLAY

DITCH

DITCH

B

B

C

C

AREA OF CHANNEL EXCAVATION AND RIP RAP

AREA OF CHANNEL EXCAVATION AND RIP RAP

RIP-RAP TO BE INSTALLED ON THEDROPS FROM THE ROADSIDEDITCH TO THE CHANNEL BED

POWER LINE TO BE ADJUSTED(BY OTHERS)

REVISION

2

REVISION

1

REVISION

2



TO 11" x 17" FORMAT

HORZ 01:500

20m15105

No.

REVISIONS

DESCRIPTION BY DATE

Scale



Date:

Date:

Sheet No.

Drawing No.

PARKLAND COUNTY

Township Road 532A


14926PD02PAVEMENT DETAILS


07WCKL

GW Aug 10 2017AP Aug 10 2017


1 REVISED CULVERT LENGTH KL AUG 2017

2 REVISED CONCRETE ISLAND KL DEC 2017

3 4 5

Wai

Cheu

ng / M

ay. 1

7, 18

/ J:\1

4900

\1492

6_Pa

rklan

d_Co

unty_

TWP_

532A

_Exte

nsion

\02_C

ADD\

20_D

raftin

g\203

_Deta

il Des

ign\40

0-14

926_

PD.dw

g

0mm to 50mm MILL & OVERLAY

CONCRETE MEDIAN FILL / ISLAND

CONSTRUCTION HATCH PATTERNS

LANDSCAPE - 150mm TOPSOIL & HYDROSEED

· 10M REBAR @ 300mm OC· MILL EXISTING ROAD TO PROVIDE 225mm THICK CONCRETE ISLAND· INSTALL 3 SIGN SLEAVES

600

125

25

FINISH ASPHALTELEVATION

225

225mm CONCRETE ISLAND

75

ASPHALT PAVEMENT STRUCTURE A· 100mm M1 ASPHALT· 300mm 3-20 GRAVEL· 300mm PREPARED SUBGRADE

ASPHALT PAVEMENT STRUCTURE B· MATCH ADJACENT PAVEMENT

STRUCTURE

GENERAL NOTES1. 2 FIELD ACCESS LOCATIONS TO BE CONSTRUCTED AT LOCATIONS TO BE DETERMINED IN FIELD.

ISSUED FOR

CONSTRUCTION


RECORD DRAWINGDate:



By:

RECORD DRAWING


Date:Date:



>>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>>

>

>>

>>

>>

>

>

>>

>

>

>

>>

>>

>>>

EX 250mm PVC WM

EX 250mm PVC WM

1+0501+100 1+150

1+200

1+250

1+300

1+350

1+400

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

Morn

ingsid

e Driv

eTownship Road 532A

OUT FLO

W CHANNEL

FROM

STORM W

ATER

MAN

AGEM

ENT F

ACILI

TY

LIM

IT

O

F C

ON

ST

RU

CT

IO

N

4.00

4.00

4.004.00

4.004.00

1+044.3121+0501+100

1+150

1+200

1+250

1+300

1+350

1+400

BREA

K:1+

151.1

5365

9.064

BREA

K:1+

292.9

4666

0.785

BREA

K:1+

319.6

2466

0.626

BREA

K:1+

411.2

7166

2.829

1+064.6401+100

1+150

1+200

1+250

1+300

1+350

1+400

BREAK:1+079.098658.817

BREA

K:1+

301.6

5066

0.898

BREA

K:1+

333.5

3966

0.705

BREA

K:1+

387.2

1866

1.886

BREA

K:1+

413.0

7666

1.732

BFS: 1+093.467

BFS:

1+33

3.615

EFS:

1+23

5.596

ENC: 1+034.295

LC: 1+049.467

LC: 1

+286

.406

LC: 1

+286

.405

RC: 1+064.640

RC: 1

+313

.832

RC: 1

+264

.423

REVISION

1

PVI:1

+175

.690

660.8

43

PVI:1

+413

.531

663.8

08

BVC:

1+35

6.176

662.9

35

EVC:

1+24

2.703

661.5

78

BVC:

1+10

8.676

660.2

41

659.898

659.794

659.874659.969

659.889

659.809

660.160

660.005

659.849

660.351

660.119

659.887

660.473

660.241

660.009

660.565

660.333

660.101

660.650

660.418

660.186

660.738

660.506

660.274

660.829

660.597

660.365

660.922

660.690

660.458

660.966

660.734

660.502

661.019

660.787

660.555

660.886

660.654

661.221

660.989

660.757

661.118

661.326

661.094

660.862

661.435

661.203

660.971

661.546

661.314

661.082

661.661

661.429

661.197

661.726661.494

661.262

661.755661.546

661.337

661.384

661.578

661.773

661.918661.838

661.758662.101

662.101

662.349662.429

662.509

662.101

662.482662.666

662.850662.751

662.935

663.119

662.798

662.982

663.166

662.928

663.112

663.296663.253

663.437

663.221

663.405

663.589

663.384

663.568663.752

663.559

663.743

663.927

663.746

663.930

664.114

663.847

664.031

664.215

663.069

663.943

664.127

664.311

M

A

T

C

H

L

IN

E

S

T

A

1

+

4

1

5

657

658

659

660

661

662

663

664

665

666

667

657

658

659

660

661

662

663

664

665

666

667

1+020 1+050 1+100 1+150 1+200 1+250 1+300 1+350 1+400 1+410

(659

.54)

(659

.62)

(659

.69)

659.6

92

(659

.72)

659.7

72

(659

.70)

659.8

52

(659

.35)

659.9

32

(659

.28)

660.0

12

(659

.21)

660.0

92

(659

.09)

660.1

72

(658

.92)

660.2

52

(658

.74)

660.3

33

(658

.94)

660.4

18

(659

.15)

660.5

06

(659

.25)

660.5

97

(659

.10)

660.6

90

(658

.99)

660.7

87

(659

.06)

660.8

86

(658

.68)

660.9

89

(659

.00)

661.0

94

(659

.06)

661.2

03

(659

.16)

661.3

14

(659

.11)

661.4

29

(659

.11)

661.5

46

(659

.46)

661.6

66

(659

.84)

661.7

85

(660

.32)

661.9

05

(660

.61)

662.0

24

(660

.77)

662.1

44

(660

.82)

662.2

64

(660

.89)

662.3

83

(660

.91)

662.5

03

(660

.20)

662.6

22

(661

.40)

662.7

42

(661

.56)

662.8

62

(661

.70)

662.9

82

(661

.75)

663.1

12

(661

.83)

663.2

53

(662

.04)

663.4

05

(662

.24)

663.5

68

(662

.32)

663.7

43

0.80%

1.20%

1+04

0.000

659

.692

LOW POINT STA: 1+108.676LOW POINT ELEV. = 660.241

PVI STA: 1+175.690PVI ELEV. = 660.777

L = 134.027mK = 338 BV

CS: 1

+356

.176

BVCE

: 662

.935

BVCS

: 1+1

08.67

6BV

CE: 6

60.24

1

EVCS

: 1+2

42.70

3EV

CE: 6

61.57

8

PC: 1

+075

.867

659.9

79

PT: 1

+253

.196

661.7

04 PC: 1

+319

.615

662.4

98

CONTROL LINE OFTOWNSHIP ROAD 532A

EXIST GROUND RIGHT DITCH

LEFT DITCH

0.93%

2.20%

0.60%

0.60%

0.60%

0.60%

2.40%

1.22%

0.60%

REVISION

1



TO 11" x 17" FORMAT

ISSUED FOR

CONSTRUCTION

HORZ 01:500

20m15105

VERT 01:50

2.0m1.51.00.5

No.

REVISIONS

DESCRIPTION BY DATE

Scale



Date:

Date:

Sheet No.

Drawing No.

PARKLAND COUNTY

Township Road 532A


14926GR01GRADING AND PLAN PROFILE


08WCKL

GW Aug 10 2017AP Aug 10 2017


1 REVISED GRADING AND ADDITIONAL CULVERT KL AUG 2017

2 3 4 5

Wai

Cheu

ng / M

ay. 1

7, 18

/ J:\1

4900

\1492

6_Pa

rklan

d_Co

unty_

TWP_

532A

_Exte

nsion

\02_C

ADD\

20_D

raftin

g\203

_Deta

il Des

ign\50

0-14

926_

GR.dw

g


RECORD DRAWINGDate:



By:

RECORD DRAWING


Date:Date:



>>

>

>

>

>

>

>

>

>>>

>>

>

>>

>>

>

>>

>

>>

>>

>>

>>

>>

>>

>>

>>

>> > > >

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/HO/H

O/HO/H

O/HO/H

O/HO/H

O/H

EX 250mm PVC WM

FORTIS

FORT

IS

TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS

TELU

STE

LUS

TELU

STE

LUS

TELU

STE

LUS

TELU

STE

LUS

TELU

STE

LUS

1+400

1+450

1+500 1+550 1+600 1+650 1+659.015

PROPERTY LINE

PROPERTY LINE

Township Road 532A


LIM

IT

O

F C

ON

ST

RU

CT

IO

N

4.00

4.00

4.004.004.00

1+400

1+4501+500

1+5501+555.837BREA

K:1+

411.2

7166

2.829

BREA

K:1+

445.9

8866

2.622

BREA

K:1+

503.3

9866

3.996

1+400

1+450

1+500 1+550 1+600 1+630.564

BREA

K:1+

413.0

7666

1.732

BREA

K:1+

515.5

9366

3.986

EOA:

1+65

9.015

EFS:

1+52

7.352 LC

: 1+6

01.65

1

RC: 1

+559

.073 MA

N: 1+

628.1

27

REVISION

1

PVI:1

+413

.531

663.8

08

PVI:1

+542

.106

666.2

12

BVC:

1+47

3.101

665.1

09

PVI:1

+619

.505

665.9

80

EVC:

1+47

0.885

665.0

54

EVC:

1+61

1.112

666.0

73

BREA

K:1+

619.5

0566

5.980

667.002

666.807666.612

666.540

666.3

82666.6

41

667.008

667.189667.339

666.826

664.373

664.557

664.153

664.337

664.521

663.384

663.568663.752

663.559

663.743

663.927

663.746

663.930

664.114

663.847

664.031

664.215664.925

665.109

665.293

665.091

665.275

665.459

665.310

665.494

665.678

665.503

665.687665.871

665.669

665.853

666.037

665.810

665.994

666.178

665.896

666.080

666.264

665.933

666.108

666.283

666.054

666.196

666.340

666.068666.206

666.346666.373

666.149

666.378

666.293

666.206 666.237 666.232 666.196

666.129

666.023

666.071

665.939665.907

665.969

665.980666.305 666.289

666.2

30

666.179

666.115

666.379666.157 665.824

666.211

666.247

666.510

664.741 664.973

664.789

664.605 664.848

665.032

665.216

663.943

664.127

664.311

666.259

M

A

T

C

H

L

IN

E

S

T

A

1

+

4

1

5

Service Road

Township Road 532A

660

661

662

663

664

665

666

667

668

669

670

660

661

662

663

664

665

666

667

668

669

670

1+400 1+450 1+500 1+550 1+600 1+650

(663

.57)

663.5

68

(663

.74)

663.7

43

(663

.93)

663.9

30

(664

.13)

664.1

27

(664

.34)

664.3

37

(664

.56)

664.5

57

(664

.79)

664.7

89

(665

.03)

665.0

32

(665

.28)

665.2

75

(665

.49)

665.4

94

(665

.69)

665.6

87

(665

.85)

665.8

53

(665

.99)

665.9

94

(666

.11)

666.1

08

(666

.20)

666.1

96

(666

.26)

666.2

59

(666

.29)

666.2

95

(666

.30)

666.3

05

(666

.29)

666.2

89

(666

.25)

666.2

47

(666

.18)

666.1

79

(666

.08)

666.0

85

(665

.98)

665.9

80

(665

.99)

665.9

86

(665

.99)

665.9

92

()

2.50%

-1.10% 0.06%

1+61

9.505

665

.980

1+64

0.019

665

.992

HIGH POINT STA: 1+568.875HIGH POINT ELEV. = 666.305

PVI STA: 1+542.106PVI ELEV. = 666.833

L = 138.011mK = 38

BVCS

: 1+4

73.10

1BV

CE: 6

65.10

9

EVCS

: 1+6

11.11

2EV

CE: 6

66.07

3


PVI STA: 1+413.531PVI ELEV. = 663.621

L = 114.709mK = 88

EVCS

: 1+4

70.88

5EV

CE: 6

65.05

4

PT: 1

+541

.352

666.2

06

EXIST GROUND

CONTROL LINE OFTOWNSHIP ROAD 532A

RIGHT DITCH

LEFT DITCH

0.60%

0.60%

0.65%

2.20%

2.40%

2.40%

0.60%

REVISION

1

>>

>>

>>

>

>>

>> > > >

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/HO/H

O/HO/H

O/HO/H

O/HO/H

O/H

O/H

EX 250mm PVC WM

FORTIS

FORT

IS

TELUS TELUS TELUS TELUS TELUS TELUS TELUS

TELU

STE

LUS

TELU

STE

LUS

TELU

STE

LUS

TELU

STE

LUS

TELU

S

21+560 21+600

PROPERTY LINE

PROPERTY LINE

LIM

IT

O

F C

ON

ST

RU

CT

IO

N

667.002

666.807666.612

666.540

666.3

82666.6

41

667.008

667.189667.339

666.826

665.810

665.994

666.178

665.896

666.080

666.264

665.933

666.108

666.283

666.054

666.196

666.340

666.068666.206

666.346666.373

666.149

666.378

666.293

666.206 666.237 666.232 666.196

666.129

666.023

666.071

665.939665.907

665.969

665.980666.305 666.289

666.2

30

666.179

666.115

666.379666.157 665.824666.211

666.247

666.510

666.259

Service RoadTownship Road 532A

662

663

664

665

666

667

668

669

670

671

672

662

663

664

665

666

667

668

669

670

671

672

21+540 21+550 21+600 21+640

0.55%-1.00%

21+5

55.46

1 6

66.18

8

21+6

32.64

6 6

65.80

9

HIGH POINT STA: 21+573.486HIGH POINT ELEV. = 666.239

PVI STA: 21+580.671PVI ELEV. = 666.327

L = 49.808mK = 32

BVCS

: 21+

555.7

67BV

CE: 6

66.19

0

EVCS

: 21+

605.5

75EV

CE: 6

66.07

9

LEFT EOP OFTOWNSHIP ROAD 532A

666.2

10

666.2

37

666.2

32

666.1

96

666.1

29

666.0

35

665.9

35

665.8

35

EXIST GROUND

REVISION

1



TO 11" x 17" FORMAT

ISSUED FOR

CONSTRUCTION

HORZ 01:500

20m15105

VERT 01:50

2.0m1.51.00.5

No.

REVISIONS

DESCRIPTION BY DATE

Scale



Date:

Date:

Sheet No.

Drawing No.

PARKLAND COUNTY

Township Road 532A




09WCKL

GW Aug 10 2017AP Aug 10 2017


1 REVISED GRADES AND CULVERT INVERTS KL AUG 2017

2 3 4 5

Wai

Cheu

ng / M

ay. 1

7, 18

/ J:\1

4900

\1492

6_Pa

rklan

d_Co

unty_

TWP_

532A

_Exte

nsion

\02_C

ADD\

20_D

raftin

g\203

_Deta

il Des

ign\50

0-14

926_

GR.dw

g


RECORD DRAWINGDate:



By:

RECORD DRAWING


Date:Date:



> > > > > > > > > > > > >>

>>

>>

>>

O/HO/H

O/HO/H

O/HO/H

O/HO/H

O/HO/H

O/HO/H

O/HO/H

O/HO/H

O/H

O/H

O/HO/H

O/HO/H

O/HO/H

EX 250mm PVC WM

FORTIS

FORTIS

TELUSTELUS

TELUSTELUS

TELUS

TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS

3+000

3+100

PROPERTY LINE

PROPERTY LINE

L

IM

IT

O

F

C

O

N

S

T

R

U

C

T

IO

N

L

IM

IT

O

F

C

O

N

S

T

R

U

C

T

IO

N

667.002 666.807 666.612666.540

666.382

666.641667.008

667.189

667.339

667.527

667.613667.753668.016

668.084

666.826

665.8

1066

5.896

666.0

80

666.2

64

665.9

33

666.1

08

666.2

83

666.0

54

666.1

96

666.3

40

666.0

6866

6.206

666.3

4666

6.373

666.1

49

666.3

78

666.2

93

666.2

0666

6.237

666.2

3266

6.196

666.1

2966

6.023

666.0

7166

5.939

665.9

07

665.9

69 665.9

80

666.3

0566

6.289

666.230

666.1

79

666.1

1566

6.379

666.1

57

665.8

24

666.2

11 666.2

47

666.510

666.2

59

Service Road

Town

ship

Road

532A

662

663

664

665

666

667

668

669

670

671

672

662

663

664

665

666

667

668

669

670

671

672

2+990 3+000 3+050 3+100 3+110

()

(668

.20)

(667

.93)

(667

.70)

(667

.50)

(667

.27)

(667

.15)

667.1

14

(666

.93)

666.9

14

(666

.71)

666.7

13

(666

.54)

666.5

25

(666

.43)

666.3

83

(666

.42)

666.2

92

()

-0.70%

-2.00%

3+04

1.779

667

.279

3+10

4.348

666

.261


PVI STA: 3+086.160PVI ELEV. = 666.390

L = 25.822mK = 20

BVCS

: 3+0

73.24

9BV

CE: 6

66.64

8

EVCS

: 3+0

99.07

2EV

CE: 6

66.29

9

PC: 3

+055

.609

667.0

02

PCC:

3+07

5.050

666.6

13PT

: 3+0

79.08

366

6.540

EXIST GROUND

CONTROL LINE OFSERVICE ROAD

REVISION

1

> > > > > > > > > > > > >>

>>

>>

>

O/HO/H

O/HO/H

O/HO/H

O/HO/H

O/HO/H

O/HO/H

O/HO/H

O/HO/H

O/H

O/H

O/HO/H

O/HO/H

O/H

EX 250mm PVC WM

FORTIS

FORTIS

TELUSTELUS

TELUSTELUS

TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS

11+5

40

11+600

PROPERTY LINE

BREAK:11+564.525666.379

BREAK:11+586.802666.824

L

IM

IT

O

F

C

O

N

S

T

R

U

C

T

IO

N

L

IM

IT

O

F

C

O

N

S

T

R

U

C

T

IO

N

667.002 666.807 666.612666.540

666.382

666.641667.008

667.189

667.339

667.527

667.613667.753668.016

668.084

666.826

665.8

10

665.9

94

666.1

78

665.8

96

666.0

80

666.2

64

665.9

33

666.1

08

666.2

83

666.0

54

666.1

96

666.3

4066

6.068

666.2

06

666.3

4666

6.373

666.1

49

666.3

78

666.2

93

666.2

0666

6.237

666.2

3266

6.196

666.1

2966

6.023

666.0

7166

5.939

665.9

07

665.9

69 665.9

80

666.3

0566

6.289

666.230

666.1

79

666.1

1566

6.379

666.1

57

665.8

24

666.2

11 666.2

47

666.510

666.2

59

Service Road

Town

ship

Road

532A

662

663

664

665

666

667

668

669

670

671

672

662

663

664

665

666

667

668

669

670

671

672

11+53011+55011+60011+65011+690

3.00%

0.00%2.00%

1.00%

11+5

55.04

8 6

66.37

8

11+5

64.52

5 6

66.37

9

11+5

86.80

2 6

66.82

4

11+6

82.96

4 6

68.64

2


PVI STA: 11+640.111PVI ELEV. = 667.358

L = 53.726mK = 27

BVCS

: 11+

613.2

48BV

CE: 6

67.08

9

EVCS

: 11+

666.9

73EV

CE: 6

68.16

3

PC: 1

1+56

4.542

666.3

79

PRC:

11+5

77.66

266

6.641

PCC:

11+5

87.02

466

6.826

PT: 1

1+60

5.120

667.0

08

PC: 1

1+64

5.450

667.6

04

RIGHT EOP OFTOWNSHIP ROAD 532A

666.3

78

666.4

88

666.6

88

666.8

56

666.9

56

667.0

57

667.1

65

667.3

09

667.4

90

667.7

08

667.9

63

668.2

54

668.5

53

EXIST GROUND

REVISION

1



TO 11" x 17" FORMAT

ISSUED FOR

CONSTRUCTION

HORZ 01:500

20m15105

VERT 01:50

2.0m1.51.00.5

No.

REVISIONS

DESCRIPTION BY DATE

Scale



Date:

Date:

Sheet No.

Drawing No.

PARKLAND COUNTY

Township Road 532A



SERVICE ROAD

10WCKL

GW Aug 10 2017AP Aug 10 2017


1 REVISED GRADES KL AUG 2017

2 3 4 5

Wai

Cheu

ng / M

ay. 1

7, 18

/ J:\1

4900

\1492

6_Pa

rklan

d_Co

unty_

TWP_

532A

_Exte

nsion

\02_C

ADD\

20_D

raftin

g\203

_Deta

il Des

ign\50

0-14

926_

GR.dw

g


RECORD DRAWINGDate:



By:

RECORD DRAWING


Date:Date:



LOT 1

992 4601

5 7

9 11 13 1517 19 44ER18

LOT 2

992 4601

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINEMo

rning

side D

rive

Township Road 532A

WA-8A

REMOVEEXIST SIGN

Y

Y

100mm YELLOW SOLID LINE


4.00

4.00

4.004.00

LIM

IT

O

F C

ON

ST

RU

CT

IO

N

M

A

T

C

H

L

I

N

E

S

T

A

1

+

3

5

0

WA-2L

REMOVEEXIST SIGN

WA-8

REVISION

1

RA-1

REMOVEEXIST SIGN

WA-1R

REVISION

1

Y

REMOVEEXIST SIGN

RB-1



TO 11" x 17" FORMAT

ISSUED FOR

CONSTRUCTION

HORZ 01:500

20m15105

No.

REVISIONS

DESCRIPTION BY DATE

Scale



Date:

Date:

Sheet No.

Drawing No.

PARKLAND COUNTY

Township Road 532A


14926PM01PAVEMENT MARKINGS AND SIGNAGE


11WCKL

GW Aug 10 2017AP Aug 10 2017


1 NEW SIGNS ADDED GW MAY 2018

2 3 4 5

Wai

Cheu

ng / M

ay. 1

7, 18

/ J:\1

4900

\1492

6_Pa

rklan

d_Co

unty_

TWP_

532A

_Exte

nsion

\02_C

ADD\

20_D

raftin

g\203

_Deta

il Des

ign\60

0-14

926_

PM.dw

g

LINE TYPE PATTERN USE

100mm

100mm

100mm

100mm

200mm

200mm

200mm

0.5 m 0.5 m

100mm100mm100mm3m 6m 3m

3m 6m 3m

3m 3m 3m 3m

3m 6m

3m 3m 3m 3m

NOTE: ALL TRAFFIC ARROWS SHALL BE PAINTED WHITE.

SOLID(WHITE)

SIMULTANEOUSSOLID & BROKEN

(WHITE)

BROKEN(WHITE)

BROKEN(WHITE)

BROKEN(WHITE)

SOLID WIDE(CRITICAL AREAS)

(WHITE)BROKEN WIDE

(CRITICAL AREAS)(WHITE)

BROKEN WIDE(CRITICAL AREAS)

(WHITE)DOUBLE SOLID

(YELLOW)

SIMULTANEOUSSOLID & BROKEN

(YELLOW)

BROKEN(YELLOW)

℄℄℄℄℄℄℄℄℄

· EDGE LINES· LANE LINES PROHIBITING LANE CHANGES

· LANE LINES FOR SPECIAL CASES PROHIBITINGLANE CHANGES FROM LANE BOUNDED BY SOLIDLINE

· LANE LINES

· CONTINUITY LINES

· GUIDING LINES FOR INTERSECTION MOVEMENT

· LANE LINES FOR CRITICAL AND SPECIAL LANEDESIGNATION(eg. RAMPS, BUS LANES, AND HOV LANES)

· CONTINUITY LINES FOR CRITICAL AREAS(eg. RAMPS)

· DIRECTIONAL DIVIDING LINES PROHIBITINGPASSING FROM EITHER DIRECTION

· DIRECTIONAL DIVIDING LINES PROHIBITINGPASSING FROM LANE BOUNDED BY SOLID LINE

· DIRECTIONAL DIVIDING LINES PERMITTINGPASSING

100mm100mm100mm

100mmSOLID(YELLOW) ℄ · EDGE LINE (LEFT EDGE OF DIVIDED HIGHWAY)

· DIRECTIONAL DIVIDING LINES (URBAN SITUATION)

100mm100mm100mm3m 6m 3m

℄100mm

3m 6m 3m℄

· EDGE LINES FOR CRITICAL AND SPECIAL LANEDESIGNATION(eg. RAMPS, BUS LANES, AND HOV LANES)



RECORD DRAWINGDate:



By:

RECORD DRAWING


Date:Date:



WB-1

L

IM

IT

O

F

C

O

N

S

T

R

U

C

T

IO

N

RA-1

REPLACE EXIST YIELD SIGNWITH NEW STOP SIGN

EXIST INFO SIGN TO REMAIN

ATTENTIO

N TRU

CKERS

ACCESS TO

HIG

HW

AY 16 AND 44

MUST U

SE HIG

HW

AY 60

WEIGHT SCALE

SERVICE ROAD

REVISION

1

WA-2R

LOT 2

992 4601

LOT 3012 0206

LOT 1

992 4601

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

4.004.004.00

Township Road 532A High

way 6

0

Y

Y

Y


100mm WHITE SOLID LINE




RELOCATE EXISTWA-8-R SIGN

RA-1

WB-1 RELOCATED 60m SOUTHW

B-1

150m - 250m FROMSTOP SIGN

RB-6

2

WA-36-R

RB-1

WA-3R RELOCATED

WA-3R

4.004.00

4.00

4.00

4.004.00

L

IM

IT

O

F

C

O

N

S

T

R

U

C

T

IO

N

M

A

T

C

H

L

I

N

E

S

T

A

1

+

3

5

0

RELOCATE EXIST SIGNAS PER ENGINEER


WA-31

WA-36-L

RB-11-TL

RA-1

RB-2

5

WA-

36-L

RB-25

WA-36-L

IB-1AIB-260

IB-8-TR

IB-11-T

IB-12-TIB-13-T

IB-8-TR

Y


ATTENTION TRUCKERS

ACCESS TO

HIGHWAY 16 AND 44

MUST USE HIGHWAY 60

NEW INFO SIGN

300mm THERMOPLASTICSTOP BAR

FOR CONTINUATIONSEE INSERTION

WA-8-R

LOCA

LTRAFFIC

ONLY

WEI

GH S

CALE

ALL

TRUCK

S

REVISION

1

REVISION

1

REVISION

1

4.33

WC-

13

REVISION

1REVISION

1

INSTALL NEWRURAL CRIMEWATCH AREASIGN

REVISION

1

RA-1

RA-1 RELOCATED



TO 11" x 17" FORMAT

ISSUED FOR

CONSTRUCTION

HORZ 01:500

20m15105

No.

REVISIONS

DESCRIPTION BY DATE

Scale



Date:

Date:

Sheet No.

Drawing No.

PARKLAND COUNTY

Township Road 532A


14926PM02PAVEMENT MARKINGS AND SIGNAGE


12WCKL

GW Aug 10 2017AP Aug 10 2017


1 NEW SIGNS ADDED GW MAY 2018

2 3 4 5

Wai

Cheu

ng / M

ay. 1

7, 18

/ J:\1

4900

\1492

6_Pa

rklan

d_Co

unty_

TWP_

532A

_Exte

nsion

\02_C

ADD\

20_D

raftin

g\203

_Deta

il Des

ign\60

0-14

926_

PM.dw

g



RECORD DRAWINGDate:



By:

RECORD DRAWING


Date:Date:



STATION 1+500

SECTION D-D

STATION 1+230

SECTION A-A

· 100mm M1 ASPHALT· 300mm 3-20 GRAVEL· 300mm PREPARED SUBGRADE

· 100mm M1 ASPHALT· 300mm 3-20 GRAVEL· 300mm PREPARED SUBGRADE

APPROX EXIST GROUND

APPROX EXIST GROUND

APPROX EXIST GROUND

APPROX EXIST GROUND

5.8%

4:1

2.0%

4:1

2.0%

2.0%

3:1

3:1

3:1

3:1

2.0%

4.6%

3:1

4:1

4:1

3:1

2.0%2.0%

EX N

ORTH

P/L

EX S

OUTH

P/L

4.00 4.005.11

EX N

ORTH

P/L

EX S

OUTH

P/L

4.00 4.003.13 4.35

21.33 17.37

15.57 16.28

EBWB

EBWB

3.00 5.44 4.93 3.00

3.0010.259.213.00 0.12



TO 11" x 17" FORMAT

ISSUED FOR

CONSTRUCTION

No.

REVISIONS

DESCRIPTION BY DATE

Scale



Date:

Date:

Sheet No.

Drawing No.

PARKLAND COUNTY

Township Road 532A


14926XS01

TYPICAL CROSS SECTION

13WCKL

GW Aug 10 2017AP Aug 10 2017


1 2 3 4 5

Wai

Cheu

ng / M

ay. 1

7, 18

/ J:\1

4900

\1492

6_Pa

rklan

d_Co

unty_

TWP_

532A

_Exte

nsion

\02_C

ADD\

20_D

raftin

g\203

_Deta

il Des

ign\80

0_14

926_

XS.dw

g

HORZ 01:200

8m642

VERT 01:40

1.6m1.20.80.4OriginallyStamped and Signed

RECORD DRAWINGDate:



By:

RECORD DRAWING


Date:Date:



900mm CULVERT, SWMF CHANNEL

SECTION B-B

600mm CULVERT, NATURAL DRAINAGE COURSE

SECTION C-C

3:1

CULVERT BEDDED ON DES 2 CLASS 20GRANULAR MATERIAL

2%

600mm AT DES 2 CLASS 20GRANULAR MATERIAL

4:1

3:1

4:1

2%

DRAINAGE COURSE

600mm AT DES 2 CLASS 20GRANULAR MATERIAL WITHWOVEN GEOTEXTILE ON BOTTOM

600mm THICK CLAY CAP

600mm THICK CLAY CAP

NOTES:1. TRENCH WIDTH TO BE THREE TIMES (3x) PIPE DIAMETER.2. RIP RAP TO BE PLACED ON NON-WOVN GEOTEXTILE ACCORDING

TO PARKLAND COUNTY SPECIFICATION DRAWING 6.7.3. ALL RIP RAP SHALL CONFORM TO ABERTA TRANSPORTATION's

CLASS 1 SPECIFICATION.

NOTES:1. TRENCH WIDTH TO BE TWO TIMES (2x) PIPE DIAMETER.2. RIP RAP TO BE PLACED ON NON-WOVEN GEOTEXTILE ACCORDING

TO PARKLAND COUNTY SPECIFICATION DRAWING 6.7. RIP RAP ISREQUIRED ON THE DROP FROM THE ROAD SIDE DITCH TO THECHANNEL BED.

3. ALL RIP RAP SHALL CONFORM TO ALBERTA TRANSPORTATION'sCLASS 1 SPECIFICATION.

45m - 600mm CSP CULVERT

APPROX EXIST GROUND

APPROX EXIST GROUND

U/S ELEV = 662.62

D/S ELEV = 661.73

3:1

CULVERT BEDDED ON DES 2 CLASS 20GRANULAR MATERIAL

2%

600mm AT DES 2 CLASS 20GRANULAR MATERIAL

4:1

3:1

2%

600mm AT DES 2 CLASS 20GRANULAR MATERIAL WITHWOVEN GEOTEXTILE ON BOTTOM

600mm THICK CLAY CAP600mm THICK CLAY CAP

31m - 900mm CSP CULVERTCHANNEL BED

U/S ELEV = 659.31

D/S ELEV = 659.01

4:1

CHANNEL BED

APPROX EXIST GROUNDAPPROX EXIST GROUND

EBWB

EBWB

VARIES VARIES

EBWB

VARIES VARIES

REVISION

1

EX. 250mm WATERMAIN

EX. 250mm WATERMAIN



TO 11" x 17" FORMAT

ISSUED FOR

CONSTRUCTION

No.

REVISIONS

DESCRIPTION BY DATE

Scale



Date:

Date:

Sheet No.

Drawing No.

PARKLAND COUNTY

Township Road 532A


14926XS02

TYPICAL CULVERT SECTION

14WCKL

GW Aug 10 2017AP Aug 10 2017


1 REVISED CULVERT LENGTH AND INVERTS KL AUG 2017

2 3 4 5

Wai

Cheu

ng / M

ay. 1

7, 18

/ J:\1

4900

\1492

6_Pa

rklan

d_Co

unty_

TWP_

532A

_Exte

nsion

\02_C

ADD\

20_D

raftin

g\203

_Deta

il Des

ign\80

0_14

926_

XS.dw

g

HORZ 01:200

8m642

VERT 01:40

1.6m1.20.80.4OriginallyStamped and Signed

RECORD DRAWINGDate:



By:

RECORD DRAWING


Date:Date:



Existing sign

remo

ve and

replace w

ith

trucks

pro

hib

ited Existin

g

sign STA

YS

Existing

Ch

ange

from

80

to

60

ATTENTION

TRUCKERS

ACCESS TO

WEIGH SCALE

MUST USE

HIGHWAY 16 New Large

sign

New

sign

New

sign

SHutchinson

Rectangle

SHutchinson

Text Box

SHEET NO. 15: REFERENCE DRAWING - PAVEMENT MARKING AND SIGNAGE - HWY 44 TO LEGEND DRIVE

SHutchinson

Text Box

SHEET NO. 16: REFERENCE DRAWING - PAVEMENT MARKING AND SIGNAGE - LEGEND DRIVE TO LAKEVIEW TERRACE DRIVE

morningside dr. twp 532a hwy 60 - parkland county · 12 pavement marking and signage - sta 1+350 to...

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