47 Street Lane Upgrades- Beaumont, AB

PLOT DATE: August 9, 2018

GENERAL NOTES 1. 2.

ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE. ALL EXISTING UTILITY LOCATIONS MAY NOT BE SHOWN. ANY EXISTING UTILITIES THAT ARE SHOWN ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF LOCATION AND PROTECTION OF ALL EXISTING UTLITIES, WHETHER SHOWN ON THE DRAWINGS OR NOT. CONTACT ALBERTA ONE-CALL AT 1-800-242-3447 PRIOR TO ANY CONSTRUCTION. CONTACT DIG SHAW AT 1-866-344-7429 PRIOR TO ANY CONSTRUCTION. CONTACT THE TOWN OF BEAUMONT PUBLIC WORKS DEPARTMENT PRIOR TO ANY EXPOSURE AND CONNECTION TO EXISTING INFRASTRUCTURE. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY ANY PARTY REQUIRING A CROSSING AGREEMENT AND TO RESPECT ALL CROSSING AGREEMENT REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE NOTICE TO ANY EFFECTED PRIVATE OR PUBLIC SECTOR REGARDING MUNICIPAL SERVICE AND/OR ACCESS DISRUPTIONS. ALL DISTURBED AREAS ARE TO BE REPAIRED, REPLACED AND/OR LANDSCAPED TO NEW CONDITION. CONCRETE OR ASPHALT REPAIRS SHALL BE CUT AND SQUARED TO THE SATISFACTION OF THE RESIDENT ENGINEER. LANDSCAPED REPAIRS ARE TO BE TOPSOILED AND SEEDED TO A MINIMUM DEPTH OF 75mm AND MAINTAIN POSITIVE DRAINAGE.

SAVED BY: DMARTIN

3. 4. 5. 6. 7. 8.

LANEWAY 48 STREET

OH -

OH-P

X

(738.32)

SEPARATE WALK

(738.42)

BLK 3

2

SPOT ELEVATION

699.73

SWALE ELEVATION

[699.73]

(699.73)

1

MANHOLE (MH) CATCHBASIN MANHOLE (CBMH) WATER VALVE (VAL) FIRE HYDRANT (HYD) X

OVERHEAD POWER (OH-P)

OH-P

X OH-P

OH-P

POWER POLE w/ GUY WIRE (PP)

1

PEDESTAL

1

2

BLK 7

10.00

4.93 NGAS

NGAS

5.25

NGAS

20.18

X

NGAS

X

GAS

NGAS

49 STREET

0.50%

48 STREET

6.09m OR 9.14m TYPICAL

PROPERTY LINE

EOA 0.49% 73 8.3 5

MONOLITHIC CURB, GUTTER & WALK

CATCHBASIN AND LEAD (CB)

NGAS

1.20

EXST RF MONO

OH-P

EOA 0.50%

OH-P

X

1OH-P .49 %

0.59 4.00

4.00

738.24 738.17 738.25

(739.11) (738.41)

OH-P

2.64

X

NGAS

OH-P

X

OH-P

3

NGAS

1.10

NGAS

0.50

EXST EOG

CURVE DATA TAG

NGAS

PRIVATE CONCRETE DRIVEWAY NGAS

4

EOG

LIGHT STANDARD (LS)

NGAS

5

EOA

EDGE OF GRAVEL (EOG)

FENCE NGAS

PRIVATE CONCRETE DRIVEWAY

5.00

0.50

(737.98)

(738.26)

NGAS

6

20.11

(738.22)

NGAS

EXST RFCG

(738.30)

NGAS

EXST RFCG

OH-P

NGAS

EXST 1.2m SEPARATE WALK

OH-P

(738.61)

NGAS

EXST RF MONO

OH-P

NGAS

X

NGAS

OH-P

NGAS

EXST RFCG

X

NGAS

OH-P

NGAS

EOA

NGAS

X

(738.80)

NGAS

NGASNGAS

NGAS

OH-P

NGAS

10.75

X

NGAS

NGASNGAS

4.36

OH-P

NGAS

X

1

NGAS

BLK 2

2

NGAS

3

NGAS

4

NGAS

5

NGAS

BLK 1

6

X

NGAS

(738.93)

NGAS

1

OH-P

EDGE OF ASPHALT (EOA)

CURB AND GUTTER (SFCG)

LIMIT OF CONSTRUCTION

EXST RF MONO

737.82 NGAS 737.74 737.82

EXST SFCG

OH-P

NGAS

2.00%

EXST RF MONO

OH-P

NGAS

738.13 738.05 NGAS 738.13

1.50

OH-P

X

NGAS

EOA

0.50%

6.09

OH-P

2.50

X

9.14

OH-P

EXST 1.2m SEPARATE WALK X

X

OH-P

EXST 1.2m SEPARATE WALK X

EXST RFCG

OH-P OH-P

NGAS

EXST RFCG

OH-P

NGAS

EXST 1.2m SEPARATE WALK

EXST 1.0m SEPARATE WALK

EXST RFCG

NGAS

OH-P

NGAS

EXST RF MONO

NGAS

X

NGAS

OH-P

NGAS

X

OH-P

NGAS

738.24 738.17 NGAS 738.24

0.50% 2

X

OH-P

EOA

EXISTING EXST SFCG EXST EOA

CONCRETE SWALE

(737.95)

X

OH-P

NGAS

738.22 738.26

BLK 6

50A AVENUE

X

OH-P

NGAS

1.37%

X

OH-P

NGAS

1.37%

(738.35)

1%

X

OH-P

X

OH-P

NGAS

X

OH-P

NGAS

X

OH-P

NGAS

X

OH-P

NGAS

X

OH-P

NGAS

EOA

2

PRIVATE CONCRETE DRIVEWAY LIMIT OF CONSTRUCTION, TIE TO EXST BACK OF WALK ENSURING A SMOOTH TRANSITION BETWEEN PAVED SURFACES 28

1.3

738.45 738.37 NGAS 738.45

1

PROPOSED

CURB RAMP

X

NGAS

OH-P

NGAS

738.92 738.85 NGAS 738.92

(738.77)

BLK 3

NGAS

OH-P

NGAS

(738.90) X

X

1

NGAS

OH-P

NGAS

2

EXST RETAINING WALL

NGAS

OH-P

3

7

27

X

NGAS

LIMIT OF CONSTRUCTION, TIE TO EXST BACK OF WALK ENSURING A SMOOTH TRANSITION BETWEEN PAVED SURFACES PRIVATE CONCRETE DRIVEWAY

2.64

X

NGAS

25

4.00

X

NGAS

7

2.50

BLK 3

9.14

%

NGAS

BLK 2

8

1.66

NGAS

24

NGAS

26

BLK 2

OH-P

NGAS

BLK 1

NGAS

8

NGAS

25

NGAS

LEGEND

NGAS

X

NGAS

47 STREET

FOR CONTINUATION SEE DWG M201

NGA

49 STREET

PROPERTY LINE

LANE

4.0m TYPICAL 75mm DEPTH - ASPHALT (ACR) 3.75%

47 STREET

3.75%

SUPPLY AND INSTALL TOPSOIL AND SEED AS REQUIRED

150mm DEPTH - 20mm GRANULAR BASE COURSE 150mm SUBGRADE c/w 10kg/m² CEMENT STABILIZATION

FOC CURVE TABLE

FILENAME: 215-18017-M200.DWG

DELTA (∆)

1

14.126m

9.000m

89°55'40"

2

14.148m

9.000m

90°04'09"

1. 2. 3. 4. 5. 6.

ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE NOTED. CONSTRUCTION LIMITS TO BE DETERMINED BY SITE ENGINEER. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND CARE OF CURBS AND WALKS ADJACENT TO THE WORK. CONTRACTOR IS RESPONSIBLE TO ENSURE ROAD BASE DENSITY TESTS ARE EXECUTED. BASE STRUCTURE TO BE TESTED AND APPROVED BY SITE ENGINEER PRIOR TO APPLICATION OF TACK COAT AS PER CONTRACT SPECIFICATIONS. SEE CONTRACT DOCUMENTS FOR FULL SPECIFICATIONS.

N.T.S. 0

0.5

1.0

0

5

10

1.5 m 15

VERT 1:50 HORZ 1:500

EOA

PVI

BC

INT

RADIUS

LANE RECONSTRUCTION DETAIL 744

BC

LENGTH

NOTES:

0+229.692 737.741

0+214.211 738.051

0+191.340 738.165

0+180.322 738.220

0+169.314 738.370

0+134.192 738.850

744 EOA

SOURCE: W:\0215-TOWN OF BEAUMONT\0215-18017-2018 NEIGHBOURHOOD RENEWAL PROGRAM - LANEWAY RECONSTRUCTION\3.0 DESIGN PROCESS\3.3 ACAD\3.3.3 WORKING DRAWINGS

LANEWAY IMPROVEMENTS

NO.

INSTALL WICK DRAIN

742

740

C

18

08

09

ISSUED FOR CLIENT REVIEW

B

18

05

29

REVISED LANE GRADES, ADDED SWALE

A

18

05

18

ISSUED FOR REVIEW

REV

Y

M

D

REVISION DESCRIPTION

DRN

SUPV

DES

CHK

ENG

APP

740 EXISTING GROUND NORTH PL CL LANE 1.37%

EXISTING GROUND NORTH PL CL LANE 0.50%

EXISTING GROUND SOUTH PL

738

CL LANE 2.00%

738 PERMIT

EXISTING GROUND SOUTH PL

ENGINEER

TOP OF SUBGRADE GAS SERVICE (TYP.)

736

SELECT ENGINEERING CONSULTANTS LTD. 100, 17413 107 AVENUE NW EDMONTON AB T5S 1E5 CANADA TEL 780 651 5777 FAX 780 651 5757 www.selecteng.ca

736

TOWN OF BEAUMONT SURFACE IMPROVEMENTS 734

734

47/48 Street Lane PLAN / PROFILE LANEWAY IMPROVEMENTS - STA 0+000 TO 0+250 DRAWING

0+000

0+050

0+100

0+150

0+200

0+250

215-18017-M200 © THIS DOCUMENT IS COPYRIGHT - NO REPRODUCTION IN WHOLE OR IN PART IS PERMITTED WITHOUT THE WRITTEN PERMISSION OF SELECT ENGINEERING CONSULTANTS LTD. - AN ELECTRONIC DATA LICENSE IS REQUIRED FOR DIGITAL VERSION OF THIS DOCUMENT.

PLOT DATE: August 9, 2018

GENERAL NOTES 1. 2.

SAVED BY: DMARTIN

3. 4. 5. 6. 7. 8.

LANEWAY

738.34

(738.22)

738.24 (738.17) (738.30)

0.50%

NGAS

EXST SFCG

EXST SF MONO

SPOT ELEVATION

699.73

SWALE ELEVATION

[699.73]

CURVE DATA TAG MANHOLE (MH)

FENCE

X

OVERHEAD POWER (OH-P)

X

4

6

50 AVENUE

75mm DEPTH - ASPHALT (ACR)

3.75% SUPPLY AND INSTALL TOPSOIL AND SEED AS REQUIRED

SUPPLY AND INSTALL TOPSOIL AND SEED AS REQUIRED

TIE TO EXISTING GROUND

FOC CURVE TABLE

LANEWAY IMPROVEMENTS

NO.

LENGTH

RADIUS

DELTA (∆)

1

14.131m

9.000m

89°57'30"

2

14.149m

9.000m

90°04'29"

1. 2. 3. 4. 5. 6.

ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE NOTED. CONSTRUCTION LIMITS TO BE DETERMINED BY SITE ENGINEER. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND CARE OF CURBS AND WALKS ADJACENT TO THE WORK. CONTRACTOR IS RESPONSIBLE TO ENSURE ROAD BASE DENSITY TESTS ARE EXECUTED. BASE STRUCTURE TO BE TESTED AND APPROVED BY SITE ENGINEER PRIOR TO APPLICATION OF TACK COAT AS PER CONTRACT SPECIFICATIONS. SEE CONTRACT DOCUMENTS FOR FULL SPECIFICATIONS.

LANE RECONSTRUCTION DETAIL

3.75%

0+186.910 738.220

N.T.S.

744

0

0.5

1.0

1.5 m 15

VERT 1:50

0

5

10

C

18

08

09

ISSUED FOR CLIENT REVIEW

B

18

05

29

REVISED LANE GRADES, ADDED SWALE

A

18

05

18

ISSUED FOR REVIEW

REV

Y

M

D

REVISION DESCRIPTION

HORZ 1:500

INT

-2.250,737.347

3.75%

W BC

% 3.75

3.75%

PVI

3.75 %

TIE TO EXISTING GROUND

3.75%

Vertical

% .2

8% 3 .7

EOA

EXISTING GROUND

PVI

744

TIE TO EXISTING GROUND

E BC

0+175.425 738.163 0+176.401 738.167

0+068.289 737.627

2.64

0+018.619 736.634

2.50

0+010.600 736.593

EAST PL

9.14 2.00 2.00

INSTALL WICK DRAIN

NOTES:

NTS WEST PL

3.75%

150mm DEPTH - 20mm GRANULAR BASE COURSE 150mm SUBGRADE c/w 10kg/m² CEMENT STABILIZATION

% 3.75

11

STATION 0+050.000 CROSS SECTION NTS

WEST PL

742

2.50

2.64

EXISTING GROUND

TIE TO EXISTING GROUND

9.2

1% 6.8

0%

3.75 %

TIE TO EXISTING GROUND

740

3.75%

% 3.75

DRN

SUPV

DES

CHK

ENG

APP

740

Vertical

3.75%

742

EAST PL

9.14 2.00 2.00

STATION 0+075.000 CROSS SECTION NTS WEST PL TIE TO EXISTING GROUND

EXISTING GROUND WEST PL

9.14 2.00 2.00

2.50

EAST PL 2.64

CL LANE 0.50%

738

4.750,738.378

EXISTING GROUND

CL LANE 2.00% CL LANE 0.50%

% 3.75 3.75%

3.75%

Vertical

3.75%

3.75 %

EXISTING GROUND EAST PL

2.50 TIE TO EXISTING GROUND

TOP OF SUBGRADE

736

NTS

9.14 2.00 2.00

EAST PL 2.64

.0%

16

% 2.27

3.75%

3.75

%

SELECT ENGINEERING CONSULTANTS LTD. 100, 17413 107 AVENUE NW EDMONTON AB T5S 1E5 CANADA TEL 780 651 5777 FAX 780 651 5757 www.selecteng.ca

736

TOWN OF BEAUMONT SURFACE IMPROVEMENTS

EXISTING GROUND

4.750,738.376

ENGINEER

GAS SERVICE (TYP.)

STATION 0+100.000 CROSS SECTION

WEST PL

738 PERMIT

TIE TO EXISTING GROUND

3.75%

7. 5

7%

2%

21.

SOURCE: W:\0215-TOWN OF BEAUMONT\0215-18017-2018 NEIGHBOURHOOD RENEWAL PROGRAM - LANEWAY RECONSTRUCTION\3.0 DESIGN PROCESS\3.3 ACAD\3.3.3 WORKING DRAWINGS

4.0m TYPICAL

NGAS

FOR CONTINUATION SEE DWG M200

STATION 0+030.000 CROSS SECTION

% 3.75

TIE TO EXISTING GROUND

734

3.75%

FILENAME: 215-18017-M201.DWG

9.14m TYPICAL

-P

NGAS

3.75 %

6%

OH-P

PROPERTY LINE

X

3

PROPERTY LINE

5

EXST SF MONO

9.14

(738.80)

X

6%

21.

6.0

X OH-P

PEDESTAL

2.64

EXISTING GROUND

X OH-P

LIGHT STANDARD (LS)

X

NGAS

2.50

TIE TO EXISTING GROUND

OH-P

POWER POLE w/ GUY WIRE (PP)

OH-P

NGAS

FIRE HYDRANT (HYD)

EAST PL

9.14 2.00 2.00

1

CATCHBASIN AND LEAD (CB)

LANEWAY WEST PL

(699.73)

LIMIT OF CONSTRUCTION

NGAS

OH-P

X

NGAS

52 AVENUE

0.50%

CATCHBASIN MANHOLE (CBMH)

2

NGAS

(738.61)

OH-P

NGAS

2.50

4.00 1.37%

NGAS

2.64

NGAS

BLK 3

BLK 1

NGAS

OH-P

7

EXST 1.5m SEPARATE WALK

EOA

0.50% NGAS

738.16

738.24

8

1.50

NGAS

738.45 738.37 NGAS 738.45

9

1

EXST 1.5m SEPARATE WALK

10

X

11

EOA

NGAS

PRIVATE CONCRETE DRIVEWAYS

0.61

4

NGAS

PRIVATE ASPHALT DRIVEWAY

EXST EOG

WATER VALVE (VAL)

OH-P

NGAS

OH-P

NGAS

12

1 1 .49 %

EXST RETAINING WALL

PRIVATE CONCRETE DRIVEWAY

13

NGAS

(738.41) (739.10)

(738.22)

(738.32)

NGAS

OH-P

NGAS

(738.29)

NGAS

OH-P

NGAS

OH-P

2.50

OH-P

NGAS

OH-P

NGAS

OH-P

NGAS

OH-P

NGAS

2.54

NGAS

OH-P

NGAS

OH-P

(738.27)

OH-P

(738.23)

OH-P

NGAS

X

13

NGAS

OH-P

14

NGAS

EOA

PRIVATE CONCRETE DRIVEWAYS

15

NGAS

EOG

CONCRETE SWALE

NGAS

16

NGAS

% 1.66 0.50% 738.22

BLK 3

X

17

NGAS

OH-P

(737.94)

(737.57)

NGAS

EOA OH-P

X

NGAS

OH-P

X

NGAS

OH-P

(737.50)

NGAS

3

EOA

EDGE OF GRAVEL (EOG)

CURB RAMP

NGAS

(737.44)

NGAS

738.25 NGAS 738.17 738.24

EOA

0.50%

X

NGAS

EOA

OH-P

NGAS

737.70 737.63 737.70

1.3 1%

738.35

1.37%

NGAS

(738.42)

(738.32)

OH-P

NGAS

2.64

X

NGAS

2.00% NGAS

EOA

INSTALL COMMERCIAL CROSSING LIMIT OF CONSTRUCTION

X

EXST SFCG

NGAS

NGAS NGAS

9.14

EXST SFCG

X

NGAS

(738.16)

EOA

EXST SF MONO

NGAS

X

NGAS

X

EOA

X

NGAS

EXST SF MONO

(738.08)

OH-P

(738.15)

13.00

4.61

OH-P

X

736.71 NGAS 736.63 736.71

NGAS NGAS

(738.20)

1.50

NGAS

X

NGAS

BLK 4

NGAS

(737.96)

X

(737.40)

X

(737.23)

(738.15)

EDGE OF ASPHALT (EOA)

SEPARATE WALK

NGAS

(736.67)

NGAS

14

NGAS

2

NGAS

736.67 0.50% 736.59 736.67

4.00

X

NGAS

EXISTING EXST SFCG EXST EOA

MONOLITHIC CURB, GUTTER & WALK

NGAS

(736.75)

NGAS

6.09

X

NGAS

28

X

NGAS

27

X

NGAS

R60

BLK 3

26

0.59

X

NGAS

25

PRIVATE CONCRETE DRIVEWAYS

NGAS

24

5.25

NGAS

23

6

NGAS

PRIVATE CONCRETE DRIVEWAYS

NGAS

22

X

NGAS

9.00

NGAS

5.83

21

X

20.08

20

2 X

19

PRIVATE CONCRETE DRIVEWAY

X

NGAS

18

PROPOSED

CURB AND GUTTER (SFCG) NGAS

X

NGAS

15

1

EOA

NGAS

X

NGAS

16

LEGEND

GAS

AS

17

50 AVENUE

FOR CONTINUATION SEE DWG M200

EXST SFCG

52 AVENUE

ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE. ALL EXISTING UTILITY LOCATIONS MAY NOT BE SHOWN. ANY EXISTING UTILITIES THAT ARE SHOWN ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF LOCATION AND PROTECTION OF ALL EXISTING UTLITIES, WHETHER SHOWN ON THE DRAWINGS OR NOT. CONTACT ALBERTA ONE-CALL AT 1-800-242-3447 PRIOR TO ANY CONSTRUCTION. CONTACT DIG SHAW AT 1-866-344-7429 PRIOR TO ANY CONSTRUCTION. CONTACT THE TOWN OF BEAUMONT PUBLIC WORKS DEPARTMENT PRIOR TO ANY EXPOSURE AND CONNECTION TO EXISTING INFRASTRUCTURE. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY ANY PARTY REQUIRING A CROSSING AGREEMENT AND TO RESPECT ALL CROSSING AGREEMENT REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE NOTICE TO ANY EFFECTED PRIVATE OR PUBLIC SECTOR REGARDING MUNICIPAL SERVICE AND/OR ACCESS DISRUPTIONS. ALL DISTURBED AREAS ARE TO BE REPAIRED, REPLACED AND/OR LANDSCAPED TO NEW CONDITION. CONCRETE OR ASPHALT REPAIRS SHALL BE CUT AND SQUARED TO THE SATISFACTION OF THE RESIDENT ENGINEER. LANDSCAPED REPAIRS ARE TO BE TOPSOILED AND SEEDED TO A MINIMUM DEPTH OF 75mm AND MAINTAIN POSITIVE DRAINAGE.

STATION 0+125.000 CROSS SECTION

47/48 Street Lane PLAN / PROFILE LANEWAY IMPROVEMENTS - STA 0+000 TO 0+200 DRAWING

NTS

0+000

0+050

0+100

0+150

0+200

215-18017-M201 © THIS DOCUMENT IS COPYRIGHT - NO REPRODUCTION IN WHOLE OR IN PART IS PERMITTED WITHOUT THE WRITTEN PERMISSION OF SELECT ENGINEERING CONSULTANTS LTD. - AN ELECTRONIC DATA LICENSE IS REQUIRED FOR DIGITAL VERSION OF THIS DOCUMENT.

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