PROJECT AREA

TWP RD 533A

TWP RD 534

RR 27

3

CAMP

SITE

ROA

D (R

R 27

4)

YELLOWHEAD HIGHWAY (HWY 16)

A

E D

C

McMECKAN PLACE

1 ER

4

68 9

7

531

ER ERPUL

INDEX

Sheet No.

Drawing Title Drawing No.

02 REMOVALS and EXISTING UTILITIES - STA 1+020 to STA 1+420 RM01

03 REMOVALS AND EXISTING UTILITIES - STA 1+420 TO STA 1+815 RM02

04 PAVEMENT DETAILS, SIGNAGE and DRAINAGE - STA 1+020 to STA 1+420 PD01

05 PAVEMENT DETAILS, SIGNAGE AND DRAINAGE - STA 1+420 TO STA 1+815 PD02

06 GRADING and PLAN PROFILE - STA 1+020 to STA 1+420 GR01

07 GRADING and PLAN PROFILE - STA 1+420 TO STA 1+815 GR02

08 TYPICAL CROSS SECTIONS XS01

NOTE: THIS DRAWING IS

HALF SCALE WHEN PRINTED

TO 11" x 17" FORMAT

DRAFT COPY

CONTRACT DRAWINGS

for

PARKLAND COUNTY

2018

TOWNSHIP ROAD 533A

IMPROVEMENTS

Wai

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1, 18

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\1501

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raftin

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ign\10

0-15

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dwg

KEY PLAN

1:10 000

APPENDIX E - DESIGN PLANS

MA

TC

H LIN

E

ST

A 1+

420

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G

G

PED

PED

TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS

TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUSTELUS TELUS TELUS TELUS TELUS

TELUS

Township Road 533A

REMOVE AND DISPOSEOF EXISTING FENCE REMOVE 15m CSP CULVERT

REMOVE AND RELOCATEEXISTING STOP SIGN

REMOVE AND RELOCATEEXISTING NO EXIT SIGN

REMOVE AND RELOCATEEXISTING CAUTION SIGN

REMOVE AND RELOCATEEXISTING SPEED LIMIT SIGN

REMOVE AND SALVAGEEXISTING GRANULAR STRUCTURE

/ / / / / / / / / /

REMOVE EXISTINGDRIVEWAY STRUCTURE

RELOCATE POWER POLE(BY OTHERS)

RELOCATE POWER POLE(BY OTHERS)

RELOCATE POWER POLE(BY OTHERS)

LOT A

LOT E

REMOVE EXISTING ACCESSAND REGRADE DITCH

REMOVE EXISTING ACCESS

REMOVE EXISTINGPAVEMENT STRUCTURE

REMOVE AND DISPOSEOF EXISTING FENCE

NOTE:· TREE REMOVALS LIMITS TO

CONFIRMED IN THE FIELD

PROPOSED P/L

PROPOSED P/L

PROPOSED P/L

PROPOSED P/L

EXISTING P/L

EXISTING P/L

EXISTING P/L

EXISTING P/LCamp

site R

oad (

Rang

e Roa

d 274

)

REMOVE AND REINSTALLEXISTING SUBDIVISION SIGN

REMOVE AND REINSTALLEXISTING STREET SIGN

EXISTING GAS LINE

STRIPPING LIMITS

STRIPPING LIMITSEXISTING TELUS LINE

EOP

EOP

EOP

EOP

EOP

EOP

REMOVE EXISTING DELINATORS

LOT 1 ER

RELOCATE TELUS PED(BY OTHERS)

RELOCATE TELUS PED(BY OTHERS)

1+020 1+1001+200

1+3001+400

REMOVE AND RELOCATEEXISTING GAS MAINMARKER SIGNS

////

////

REMOVE 13.5m CSP CULVERT

NOTE: THIS DRAWING IS

HALF SCALE WHEN PRINTED

TO 11" x 17" FORMAT

HORZ 01:500

20m15105

DRAFT COPY

No.

REVISIONS

DESCRIPTION BY DATE

Scale

Discipline Review:Designed:

Design Checked:Drawn:

Date:

Date:

Sheet No.

Drawing No.

PARKLAND COUNTY

TOWNSHIP ROAD 533A

IMPROVEMENTS

 

 

 

15017RM01REMOVAL and EXISTING UTILITIES

STA 1+020 to STA 1+420

 

 

 

02WCKL

GW Dec 15, 2017AP Dec 15, 2017

0      1      2      3      4      5      

 

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A

G

E

O

R

G

E W

E

L

S

H

PERMIT TO PRACTICE

PERMIT NUMBER: P 4741

Signature

Date

ISL Engineering

and Land Services Ltd.

The Association of Professional Engineers

and Geoscientists of Alberta

GRANULAR STRUCTURE REMOVAL (FULL DEPTH)

ASPHALT STRUCTURE REMOVAL

REMOVAL HATCH PATTERNS

/ / / / / / / / CULVERT REMOVAL

EXISTING TELUS LINEEXISTING GAS MAIN

EXISTING TELUS PED

EXISTING FENCE

GTELUS

PED

EXISTING UTILITIES

EXISTING POWER POLE

EXISTING TREELINE EDGE

EXISTING TREE

MA

TC

H L

IN

E

ST

A 1+

420

G G G G G G G G G G G G G G G G G G G G G GG G

G

G

G

PEDPED

TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS TELUS

TELUS TELUS TELUS TELUS

TELU

S

TELUS

Township Road 533A

REMOVE 14m CSP CULVERTREMOVE 13m CONC CULVERT

REMOVE AND SALVAGEEXISTING GRANULAR STRUCTURE

/ / / / / / / /////

////

RELOCATE POWER POLE(BY OTHERS)

RELOCATE POWER POLE(BY OTHERS)

RELOCATE POWER POLE(BY OTHERS)

RELOCATE POWER POLE(BY OTHERS)

RELOCATE POWER POLE(BY OTHERS)

LOT C

LOT D

PROPOSED P/L

PROPOSED P/L

PROPOSED P/L

PROPOSED P/L

EXISTING P/L

EXISTING P/L

EXISTING P/L

EXISTING P/LEXISTING P/L

EXISTING P/L

REMOVE AND DISPOSEOF FENCE

REMOVE EXISTINGPAVEMENT STRUCTURE

RELOCATE TELUS PED(BY OTHERS)

EXISTING GAS LINE STRIPPING LIMITS

EXISTING TELUS LINE

EOPEOP

EOP EOP

EOPEOP

EOP

REMOVE AND REINSTALLEXISTING STOP SIGN

REMOVE AND REINSTALLEXISTING SUBDIVISION SIGN

STRIPPING LIMITS

NOTE AT HOUSE:· MINIMIZE TREE ROOT DISTURBANCE· EXCAVATION TO REMAIN 5m FROM

TRUNK OF SPRUCE TREES· MANUALLY PRUNE ALL EXPOSED ROOTS

DURING EXCAVATION

McMe

ckan

Plac

e

LOT 1

LOT 3

ER

PROPOSED P/LRELOCATE TELUS PED

(BY OTHERS)

1+5001+600

1+7001+800

EXISTING RIDING RING

EXISTING RIDING RING

REMOVE AND RELOCATEEXISTING GAS MAINMARKER SIGNS

REMOVE AND RELOCATEEXISTING GAS MAINMARKER SIGNS

REMOVE AND REINSTALLEXISTING MUNICIPAL ADDRESS SIGN

REMOVE AND REINSTALLEXISTING MAILBOX

REMOVE EXISTING ACCESS

61.12

123.32

NOTE: THIS DRAWING IS

HALF SCALE WHEN PRINTED

TO 11" x 17" FORMAT

HORZ 01:500

20m15105

DRAFT COPY

No.

REVISIONS

DESCRIPTION BY DATE

Scale

Discipline Review:Designed:

Design Checked:Drawn:

Date:

Date:

Sheet No.

Drawing No.

PARKLAND COUNTY

TOWNSHIP ROAD 533A

IMPROVEMENTS

 

 

 

15017RM02REMOVAL and EXISTING UTILITIES

STA 1+420 to STA 1+815

 

 

 

03WCKL

GW Dec 15, 2017AP Dec 15, 2017

0

1      2      3      4      5      

 

Wai

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ay. 3

1, 18

/ J:\1

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533A

_RR2

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0-15

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P

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R

A

LB

E

R

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A

G

E

O

R

G

E W

E

L

S

H

PERMIT TO PRACTICE

PERMIT NUMBER: P 4741

Signature

Date

ISL Engineering

and Land Services Ltd.

The Association of Professional Engineers

and Geoscientists of Alberta

GRANULAR STRUCTURE REMOVAL (FULL DEPTH)

ASPHALT STRUCTURE REMOVAL

REMOVAL HATCH PATTERNS

CONCRETE DRIVEWAY REMOVAL

/ / / / / / / / CULVERT REMOVAL

EXISTING TELUS LINEEXISTING GAS MAIN

EXISTING TELUS PED

EXISTING FENCE

GTELUS

PED

EXISTING UTILITIES

EXISTING POWER POLE

EXISTING TREELINE EDGE

EXISTING TREE

PED

PED

1+020 1+1001+200

1+3001+400

Y

Y

Y

Y

Camp

site R

oad (

Rang

e Roa

d 274

)

MA

TC

H LIN

E

ST

A 1+

420

Township Road 533A3.75

3.75

R15.0

R15.0

3.75

3.753.75

3.753.75

3.75

MATCH EXISTING PAVEMENT

PROPOSED P/L

PROPOSED P/L

PROPOSED P/L

PROPOSED P/L

INSTALL NEW DRIVEWAY TOMATCH EXISTING ALIGNMENT

R3.0R8.0

RA-1

100mm SOLID YELLOW LINE100mm SOLID YELLOW LINE

EXISTING P/L

EXISTING P/L

EXISTING P/L

EXISTING P/L

LOT A

LOT E

INSTALL NEW FENCE ATPROPOSED PROPERTY LINE

INSTALL NEW FENCE ATPROPOSED PROPERTY LINE

INSTALL DELINEATOR

INSTALL 11.0m - 400mm CSP CULVERTW INV = 674.299E INV = 674.213

WA-8B

RB-1

150mm TOPSOIL ANDHYDROSEED LIMIT

150mm TOPSOIL ANDHYDROSEED LIMIT

150mm TOPSOIL ANDHYDROSEED LIMIT

150mm TOPSOIL ANDHYDROSEED LIMIT

CUSTOMCAUTIONSIGN

INSTALL 15.5m - 400mm CSP CULVERTW INV = 671.255E INV = 671.194

INSTALL DELINEATOR

R5.0 R5.0

REINSTALL EXISTINGSTREET SIGNS

REINSTALL EXISTINGSUBDIVISION SIGNS

A

C

A

C

INSTALL NEW DRIVEWAY(6.0m WIDTH AT P/L)

LOT 1 ER

B

B

EOP

EOPEOP

EOP

EOP

EOP

INSTALL NEW FIELD ACCESS PAVEDTO 3.5m FROM EDGE OF ASPHALT(5.0m WIDTH AT BACK)

INSTALL 7.0m - 400mm CSP CULVERTW INV = 673.956E INV = 673.918

REINSTALL EXISTINGGASMAIN MARKERS(TYPICAL)

REINSTALL EXISTINGGASMAIN MARKERS(TYPICAL)

REINSTALL EXISTINGSTOP SIGN

REINSTALL EXISTINGNO EXIT SIGN

REINSTALL EXISTINGCAUTION SIGN

REINSTALL EXISTINGSPEED LIMIT SIGN

INSTALL 18.7m - 600mm CSP CULVERTS INV = 674.641N INV = 674.562

NOTE: THIS DRAWING IS

HALF SCALE WHEN PRINTED

TO 11" x 17" FORMAT

HORZ 01:500

20m15105

DRAFT COPY

No.

REVISIONS

DESCRIPTION BY DATE

Scale

Discipline Review:Designed:

Design Checked:Drawn:

Date:

Date:

Sheet No.

Drawing No.

PARKLAND COUNTY

TOWNSHIP ROAD 533A

IMPROVEMENTS

 

 

 

15017PD01

 

 

PAVEMENT DETAILS,

SIGNAGE and DRAINAGE

STA 1+020 to STA 1+420

04WCKL

GW Dec 15, 2017AP Dec 15, 2017

0      1      2      3      4      5      

 

Wai

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_RR2

74_8

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0-15

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PD.dw

g

P

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I

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A

G

E

O

R

G

E W

E

L

S

H

PERMIT TO PRACTICE

PERMIT NUMBER: P 4741

Signature

Date

ISL Engineering

and Land Services Ltd.

The Association of Professional Engineers

and Geoscientists of Alberta

LEGEND

PROPOSED 100mm SOLID YELLOW LINE

PROPOSED EDGE OF PAVEMENT

PROPOSED CULVERT

PROPOSED PROPERTY LINE

EXISTING PROPERTY LINE

EXISTING EDGE OF PAVEMENT

Y

PROPOSED DITCH CENTERLINE

PAVEMENT STRUCTURE· 100mm ASPHALT· 300mm 3-20mm GRANULAR BASE· 300mm PREPARED SUBGRADE

150mm TOPSOIL ANDHYDROSEEDING

EXISTING TELUS LINE

EXISTING GAS MAIN

EXISTING TELUS PED

EXISTING FENCE

G

TELUS

PED

EXISTING UTILITIES

EXISTING POWER POLE

STRIPPING LIMITS

PROPOSED FENCE

PEDPED

1+5001+600

1+7001+800

Y

Y

Y

Y

Y

Y

MA

TC

H L

IN

E

ST

A 1+

420

Township Road 533A

3.75

3.75R14.0

R14.0

R14.0

3.75

3.75

3.75

3.753.75

3.753.75

3.753.75

3.75

PROPOSED P/L

PROPOSED P/L

PROPOSED P/L

PROPOSED P/L

MATCH TO EXISTING

INSTALL NEW DRIVEWAY TOMATCH EXISTING ALIGNMENT

INSTALL NEW DRIVEWAY TOMATCH EXISTING ALIGNMENT

R12.0 R12.0

R12.0 R3.0

R5.0 R5.0

R18.0

R22.0

100mm SOLID YELLOW LINE100mm SOLID YELLOW LINE

100mm SOLID YELLOW LINE

EXISTING P/LEXISTING P/L

EXISTING P/L

EXISTING P/L

EXISTING P/LEXISTING P/L

EXISTING P/L

LOT C

LOT D

INSTALL NEW FENCE ATPROPOSED PROPERTY LINEINSTALL GATE AT FIELD ACCESS

150mm TOPSOIL ANDHYDROSEED LIMIT 150mm TOPSOIL AND

HYDROSEED LIMIT

150mm TOPSOIL ANDHYDROSEED LIMIT

150mm TOPSOIL ANDHYDROSEED LIMIT

150mm TOPSOIL ANDHYDROSEED LIMIT

150mm TOPSOIL ANDHYDROSEED LIMIT

INSTALL NEW FENCE ATPROPOSED PROPERTY LINE

INSTALL 18.7m - 600mm CSP CULVERTS INV = 670.664N INV = 670.522

INSTALL 14.8m - 600mm CSP CULVERTS INV = 671.524N INV = 671.364

INSTALL 13.2m - 400mm CSP CULVERTE INV = 671.714W INV = 671.671

REINSTALL EXISTING SUBDIVISION SIGNS

RA-1 D

D

McMe

ckan

Plac

e

LOT 1

LOT 3

ER

PROPOSED P/L

EOPEOP

EOP

EOP

EOP

EOP

EOP

INSTALL NEW FIELD ACCESS PAVEDTO 3.5m FROM EDGE OF ASPHALT(5.0m WIDTH AT BACK)

INSTALL 7.0m - 400mm CSP CULVERTE INV = 671.791W INV = 671.770

REINSTALL EXISTINGMUNICIPAL ADDRESS SIGN

REINSTALL EXISTING MAILBOX

EXISTING RIDING RING

EXISTING RIDING RING

NOTE AT HOUSE:· MINIMIZE TREE ROOT DISTURBANCE· EXCAVATION TO REMAIN 5m FROM

TRUNK OF SPRUCE TREES· MANUALLY PRUNE ALL EXPOSED ROOTS

DURING EXCAVATION

REINSTALL EXISTINGGASMAIN MARKERS(TYPICAL)

REINSTALL EXISTINGGASMAIN MARKERS(TYPICAL)

REINSTALL EXISTINGSTOP SIGN

INSTALL 16.6m - 600mm CSP CULVERTS INV = 670.768N INV = 670.661

NOTE: THIS DRAWING IS

HALF SCALE WHEN PRINTED

TO 11" x 17" FORMAT

HORZ 01:500

20m15105

DRAFT COPY

No.

REVISIONS

DESCRIPTION BY DATE

Scale

Discipline Review:Designed:

Design Checked:Drawn:

Date:

Date:

Sheet No.

Drawing No.

PARKLAND COUNTY

TOWNSHIP ROAD 533A

IMPROVEMENTS

 

 

 

15017PD02

 

 

PAVEMENT DETAILS

SIGNAGE AND DRAINAGE

STA 1+420 to STA 1+815

05WCKL

GW Dec 15, 2017AP Dec 15, 2017

0

1      2      3      4      5      

 

Wai

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1, 18

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P_RD

533A

_RR2

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raftin

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ign\40

0-15

017_

PD.dw

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P

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A

G

E

O

R

G

E W

E

L

S

H

PERMIT TO PRACTICE

PERMIT NUMBER: P 4741

Signature

Date

ISL Engineering

and Land Services Ltd.

The Association of Professional Engineers

and Geoscientists of Alberta

LEGEND

PROPOSED 100mm SOLID YELLOW LINE

PROPOSED EDGE OF PAVEMENT

PROPOSED CULVERT

PROPOSED PROPERTY LINE

EXISTING PROPERTY LINE

EXISTING EDGE OF PAVEMENT

Y

PROPOSED DITCH CENTERLINE

PAVEMENT STRUCTURE· 100mm ASPHALT· 300mm 3-20mm GRANULAR BASE· 300mm PREPARED SUBGRADE

150mm TOPSOIL ANDHYDROSEEDING

EXISTING TELUS LINE

EXISTING GAS MAIN

EXISTING TELUS PED

EXISTING FENCE

G

TELUS

PED

EXISTING UTILITIES

EXISTING POWER POLE

STRIPPING LIMITS

PROPOSED FENCE

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

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

1+1001+200

1+3001+400

675.609

675.609674.855 674.745 674.622 674.486

672.673

675.710

(675.798)

(675.623)

675.769

673.886 672.063671.203

671.350

673.918

671.425 671.194

MA

TC

H L

IN

E

ST

A 1

+4

20

Township Road 533A

LOT A

LOT E

Camp

site R

oad (

Rang

e Roa

d 274

)

674.213674.299

0.70%

1.00%

2.05%1.20%

0.30%

1.89%

0.30%PROPOSED P/L

PROPOSED P/L

PROPOSED P/L

PROPOSED P/L

EXISTING P/L

EXISTING P/L

EXISTING P/L

EXISTING P/L

BVC: 1+118.823

EVC: 1+211.747

BVC: 1+230.257

LP: 1+423.554

675.108

675.183

675.108675.101

675.176

675.101

675.032

675.107

675.032

674.950

675.025

674.950

674.930

674.855

674.820

674.745

674.697

674.622

674.561

674.486

674.411

674.336674.247

674.172

674.069

673.994674.037

673.962

673.616

673.691

673.616

673.439

673.514

673.439

673.266

673.341

673.266

673.103

673.178

673.103

672.950

673.025

672.950

672.807

672.882

672.807

672.673

672.748

672.673

672.543

672.624

672.549672.434

672.509672.373

672.329

672.404

672.329

672.234

672.309

672.234

672.149

672.223

672.149

672.073

672.148

672.073

672.006

672.081

672.006

671.950

672.025

671.950

671.903

671.978

671.903

671.866

671.941

671.866

671.838

671.913

671.838

671.820

671.895

671.820

671.812

671.887

671.812

671.811

671.886

671.811

674.336 674.172 673.994673.962

18.51m @ 1.87%83.53m @ 0.60%

LOT 1 ER

673.956

NOTE:· CAMPSITE ROAD DITCH TO BE GRADED TO DRAIN TO THE NORTH

674.667674.562

674.641

669

670

671

672

673

674

675

676

677

678

679

669

670

671

672

673

674

675

676

677

678

679

1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+160 1+180 1+200 1+220 1+240 1+260 1+280 1+300 1+320 1+340 1+360 1+380 1+400 1+420

675.

81

675.

6967

5.715

675.

5667

5.655

675.

4867

5.595

675.

4067

5.535

675.

3867

5.475

675.

4367

5.416

675.

5067

5.356

675.

5567

5.296

675.

5767

5.236

675.

5167

5.176

675.

3667

5.107

675.

1767

5.025

674.

9367

4.930

674.

7367

4.820

674.

5467

4.697

674.

2967

4.561

674.

0667

4.411

673.

7967

4.247

673.

5367

4.069

673.

2867

3.883

673.

0467

3.696

672.

8767

3.514

672.

7267

3.341

672.

6167

3.178

672.

4967

3.025

672.

3867

2.882

672.

2967

2.748

672.

2067

2.624

672.

0667

2.509

672.

0167

2.404

671.

8767

2.309

671.

8167

2.224

671.

8267

2.148

671.

7667

2.081

671.

7667

2.025

671.

7567

1.978

671.

7367

1.941

671.

7267

1.913

671.

6867

1.895

671.

6367

1.887

HIGH POINT STA: 1+118.823HIGH POINT ELEV. = 675.183

PVI STA: 1+165.285PVI ELEV. = 674.904

L = 92.924mK = 73

BVCS

: 1+1

18.82

3BV

CE: 6

75.18

3

EVCS

: 1+2

11.74

7EV

CE: 6

74.03

7

BVCS

: 1+2

30.25

7BV

CE: 6

73.69

1

LOW POINT STA: 1+423.554LOW POINT ELEV. = 671.886

PVI STA: 1+368.176PVI ELEV. = 671.116

L = 275.840mK = 104

-0.60%

-1.87%

-2.65%

-0.70%

-1.89%

-0.40%

1+02

8.758

674

.712

1+14

2.115

673

.917

1+27

8.245

671

.350

-1.00%

-2.05%

-1.20%

-0.30%

1+03

1.319

675

.021

1+14

4.191

673

.886

1+23

3.035

672

.063

1+30

4.448

671

.203

PROPOSED ROAD CENTERLINE

EXISTING GROUND

PROPOSED NORTH DITCH

PROPOSED SOUTH DITCH

NOTE: THIS DRAWING IS

HALF SCALE WHEN PRINTED

TO 11" x 17" FORMAT

DRAFT COPY

HORZ 01:500

20m15105

VERT 01:50

2.0m1.51.00.5

No.

REVISIONS

DESCRIPTION BY DATE

Scale

Discipline Review:Designed:

Design Checked:Drawn:

Date:

Date:

Sheet No.

Drawing No.

PARKLAND COUNTY

TOWNSHIP ROAD 533A

IMPROVEMENTS

 

 

 

15017GR01GRADING and PLAN PROFILE

STA 1+020 to STA 1+420

 

 

 

06WCKL

GW Dec 15, 2017AP Dec 15, 2017

0      1      2      3      4      5      

 

Wai

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1, 18

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PERMIT TO PRACTICE

PERMIT NUMBER: P 4741

Signature

Date

ISL Engineering

and Land Services Ltd.

The Association of Professional Engineers

and Geoscientists of Alberta

ROAD CONTROL LINE

PROPOSED DITCH - NORTH

PROPOSED DITCH - SOUTH

CONTROL LINEFINAL GRADE ELEV

CONTROL LINEEXISTING ELEV 67

5.48

675.5

95

> > > > > >

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

> > > > >

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

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

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

>>

>

>>>

>

>>>

>

>

>

>>>

>

>>>

>> > >

1+5001+600

1+7001+800

672.709

672.730 672.932

672.932

672.89

5

672.895

672.857

670.664

671.133 671.621

670.846670.522

671.450 671.671 671.714

672.2

63

MA

TC

H L

IN

E

ST

A 1

+4

20

Township Road 533A

LOT C

LOT D

672.3401.70% 1.10%2.50% 671.918

0.80%0.30%

0.40%0.40%

0.80%

PROPOSED P/L

PROPOSED P/L

PROPOSED P/L

EXISTING P/L

EXISTING P/L

EXISTING P/L

EXISTING P/L

LP: 1+423.554

EVC: 1+506.096

BVC: 1+565.523

EVC: 1+642.816

BVC: 1+649.774

LP: 1+686.986

EVC: 1+719.092

671.812

671.887

671.812

671.811

671.886

671.811

671.813

671.888

671.813

671.824

671.899

671.824

671.843

671.920

671.845

671.950

671.875

671.741 671.741

671.971

671.991

671.916

672.040

671.965

672.025

672.100

672.025

672.094

672.169

672.094

672.140

672.215

672.140 672.562

672.645

672.570 672.648

672.723

672.709

672.784

672.692

672.751

672.826

672.751

672.774

672.849

672.774

672.778

672.853

672.778

672.762

672.837

672.762

672.726

672.801

672.726

672.689

672.764

672.689

672.670

672.745

672.670

672.602

672.677

672.602

672.542

672.617

672.542

672.501

672.576

672.501

672.481

672.556

672.481

672.479

672.554

672.479

672.475

672.550

672.475

672.490

672.565

672.490

672.522

672.597

672.522

672.644

53.84m @ 0.80%

McMe

ckan

Plac

e LOT 1ER

PROPOSED P/L

671.791671.770672.472

670.661

670.768

0.90%

668

669

670

671

672

673

674

675

676

677

678

668

669

670

671

672

673

674

675

676

677

678

1+420 1+440 1+460 1+480 1+500 1+520 1+540 1+560 1+580 1+600 1+620 1+640 1+660 1+680 1+700 1+720 1+740 1+760 1+780 1+800 1+815

0.80%-0.70%

0.60% -2.00%

1+80

0.768

673

.138

HIGH POINT STA: 1+606.733HIGH POINT ELEV. = 672.854

PVI STA: 1+604.169PVI ELEV. = 672.997

L = 77.294mK = 52

BVCS

: 1+5

65.52

3BV

CE: 6

72.68

9

EVCS

: 1+6

42.81

6EV

CE: 6

72.72

8

LOW POINT STA: 1+686.986LOW POINT ELEV. = 672.549

PVI STA: 1+684.433PVI ELEV. = 672.437

L = 69.318mK = 53

EVCS

: 1+5

06.09

6EV

CE: 6

72.21

5

BVCS

: 1+6

49.77

4BV

CE: 6

72.67

9

EVCS

: 1+7

19.09

2EV

CE: 6

72.64

6

671.

6367

1.887

671.

6267

1.888

671.

6367

1.899

671.

6567

1.920

671.

7567

1.950

671.

8167

1.991

671.

7367

2.040

671.

6767

2.100

671.

7067

2.169

671.

7467

2.247

671.

7867

2.326

671.

8967

2.406

672.

0467

2.486

672.

2267

2.565

672.

4767

2.645

672.

6767

2.723

672.

7767

2.784

672.

7567

2.826

672.

6867

2.849

672.

5767

2.853

672.

4567

2.837

672.

3667

2.801

672.

3267

2.747

672.

2767

2.677

672.

2367

2.617

672.

2167

2.576

672.

1967

2.554

672.

1967

2.550

672.

2367

2.565

672.

2967

2.599

672.

4167

2.651

672.

5267

2.712

672.

5667

2.772

672.

4467

2.832

672.

2767

2.892

672.

1867

2.953

672.

1867

3.013

672.

2067

3.073

672.

1867

3.133

672.

0467

2.953

672.

0667

2.853

0.80%

0.40%

1+48

4.719

670

.522

1+52

5.385

670

.846

0.30%1.00%

1.10%

2.50%

-0.80%

0.90% -1.70%

1+57

9.668

672

.115

1+52

7.392

671

.133

1+55

8.000

671

.897

1+65

3.843

671

.524

1+45

0.000

670

.768

1+46

8.804

670

.937

1+48

4.797

670

.664

0.40%

11+7

69.12

0 6

71.80

9

0.40%12+7

69.12

0 6

71.88

6

PROPOSED SOUTH DITCH

PROPOSED NORTH DITCH

PROPOSED ROAD CENTERLINE

EXISTING GROUND600mm CSP CULVERT

600mm CSP CULVERT

-0.40%

LOW POINT STA: 1+423.554LOW POINT ELEV. = 671.886

PVI STA: 1+368.176PVI ELEV. = 671.116

L = 275.840mK = 104

600mm CSP CULVERT

NOTE: THIS DRAWING IS

HALF SCALE WHEN PRINTED

TO 11" x 17" FORMAT

DRAFT COPY

HORZ 01:500

20m15105

VERT 01:50

2.0m1.51.00.5

No.

REVISIONS

DESCRIPTION BY DATE

Scale

Discipline Review:Designed:

Design Checked:Drawn:

Date:

Date:

Sheet No.

Drawing No.

PARKLAND COUNTY

TOWNSHIP ROAD 533A

IMPROVEMENTS

 

 

 

15017GR02GRADING and PLAN PROFILE

STA 1+420 to STA 1+815

 

 

 

07WCKL

GW Dec 15, 2017AP Dec 15, 2017

0

1      2      3      4      5      

 

Wai

Cheu

ng / M

ay. 3

1, 18

/ J:\1

5000

\1501

7_TW

P_RD

533A

_RR2

74_8

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ADD\

20_D

raftin

g\201

_Deta

il Des

ign\50

1-15

017_

GR.dw

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P

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L

S

H

PERMIT TO PRACTICE

PERMIT NUMBER: P 4741

Signature

Date

ISL Engineering

and Land Services Ltd.

The Association of Professional Engineers

and Geoscientists of Alberta

ROAD CONTROL LINE

PROPOSED DITCH - NORTH

PROPOSED DITCH - SOUTH

CONTROL LINEFINAL GRADE ELEV

CONTROL LINEEXISTING ELEV 67

5.48

675.5

95

673

675

673

675

0 10 200-10-20

4:1

4:1

2%

EXISTING GROUND

PAVEMENT STRUCTURE· 100mm ASPHALT· 300mm 3-20mm GRANULAR BASE· 300mm PREPARED SUBGRADE

VARIES VARIES 1.00 VARIES 3.75 3.75 11.30

150mm TOPSOILAND HYDROSEED

EBWB

PROP

OSED

NOR

TH P

/L

PROP

OSED

SOU

TH P

/L

PROPOSED ACCESS

EXIS

TING

SOU

TH P

/L

EXIS

TING

NOR

TH P

/L

4.56 10.49 10.44 4.61

CONT

ROL L

INE

2%2% VARIES

400mm CSP CULVERT

NEW

FENC

E

673

675

673

675

0 10 200-10-20

4:1

4:1

2%

EXISTING GROUND

PAVEMENT STRUCTURE· 100mm ASPHALT· 300mm 3-20mm GRANULAR BASE· 300mm PREPARED SUBGRADE

150mm TOPSOILAND HYDROSEED

PROP

OSED

NOR

TH P

/L

PROP

OSED

SOU

TH P

/L

EXIS

TING

SOU

TH P

/L

EXIS

TING

NOR

TH P

/L

CONT

ROL L

INE

EBWB

CONT

ROL L

INE

VARIES VARIES 1.00 VARIES 3.75 3.75 VARIES 1.00 VARIES VARIES

4.56 10.49 10.44 4.61

4:14:1

2%

2% 2%

NEW

FENC

E

NEW

FENC

E

669

670

669

670

0 10 200-10-20

4:14:1

4:1

2% 2%

4:1

2%

EXISTING GROUND

PAVEMENT STRUCTURE· 100mm ASPHALT· 300mm 3-20mm GRANULAR BASE· 300mm PREPARED SUBGRADE

150mm TOPSOILAND HYDROSEED

EXIS

TING

NOR

TH P

/L

PROP

OSED

SOU

TH P

/L

EXIS

TING

SOU

TH P

/L

CONT

ROL L

INE

2% 2%

4:1

VARIES 1.00 VARIES 3.75 3.75 VARIES 1.00 VARIES 1.00 VARIES VARIES

15.05 10.44 4.61

EBWB

NEW

FENC

E

PA-TWP 533A 1+590

670

675

670

675

0 10 200-10-20

4:1

VARIES

2%

EXISTING GROUND

PAVEMENT STRUCTURE· 100mm ASPHALT· 300mm 3-20mm GRANULAR BASE· 300mm PREPARED SUBGRADE

150mm TOPSOILAND HYDROSEED

PROP

OSED

NOR

TH P

/L

EXIS

TING

SOU

TH P

/L

EXIS

TING

NOR

TH P

/L

CONT

ROL L

INE

EBWB

4:1

2%

4.99 10.06 10.03

NOTE:· MINIMIZE TREE ROOT DISTURBANCE· EXCAVATION TO REMAIN 5M FROM

TRUNK OF SPRUCE TREES· MANUALLY PRUNE ALL EXPOSED

ROOTS DURING EXCAVATION

VARIES 1.00 VARIES 3.75 3.75 VARIES 5.00MINIMUM

NOTE: THIS DRAWING IS

HALF SCALE WHEN PRINTED

TO 11" x 17" FORMAT

DRAFT COPY

No.

REVISIONS

DESCRIPTION BY DATE

Scale

Discipline Review:Designed:

Design Checked:Drawn:

Date:

Date:

Sheet No.

Drawing No.

PARKLAND COUNTY

TOWNSHIP ROAD 533A

IMPROVEMENTS

 

 

 

15017XS01

 

 

 

TYPICAL CROSS SECTION

 

08KLKL

GW Dec 15, 2017AP Dec 15, 2017

0      1      2      3      4      5      

 

Wai

Cheu

ng / M

ay. 3

1, 18

/ J:\1

5000

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P_RD

533A

_RR2

74_8

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\02_C

ADD\

20_D

raftin

g\201

_Deta

il Des

ign\80

0_15

017_

XS.dw

g

P

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S

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PERMIT TO PRACTICE

PERMIT NUMBER: P 4741

Signature

Date

ISL Engineering

and Land Services Ltd.

The Association of Professional Engineers

and Geoscientists of Alberta

SECTION A-A - STA 1+110SCALE HORZ 1:150 VERT 1:30

SECTION B-B - STA 1+130SCALE HORZ 1:150 VERT 1:30

SECTION C-C - STA 1+400SCALE HORZ 1:150 VERT 1:30

SECTION D-D - STA 1+590SCALE HORZ 1:150 VERT 1:30