general notes: bk. wall · 2020-05-22 · ian johnston senior consulting arborist. isa certified...

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NC

BK

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AL

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1

2

3

4

5

6

7

8

9

10

11

12

13

495051

5253

5455

56

57

58

F

F F

F

F

F F

ASPHASPH

11

12

13

14

15

16

17

18

19

20

21

22

23

36

37

38

39

40

41

42

43

44

45

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4950

F

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F

F

F

F

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42B 42A

18A

18B

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TP.1

C

General Notes:

Drawing Title:

Date:Scale:Drawn By:Design By:Checked By:

Project No:

Project Title:

No. Date Issued

Revisions:

October 20171:250HCALLALL

217122

LEGENDLEGEND

25

London, Ontario

2020 INFRASTRUCTURE

RENEWAL PROGRAM

CONTRACT #12

HIGHWAY AVENUE &

LAMBETH AVENUE

ISSUED FOR PRELIMINARY REVIEW10/24/171.

ARTHUR LIERMAN

L A N D S C A P E A R C H I T E C T U R E

231 Wellington Street Suite 2 London ON N6B 2L2519.667.1422 www.aliermanla.ca

Ian Johnston

Senior Consulting Arborist

ISA Certified Arborist # ON-0598A

ISA Tree Risk Assessment Qualification

DAVEY RESOURCE GROUP

519.476.2460

[email protected]

ISSUED FOR 90% REVIEW11/06/172.ISSUED FOR TENDER03/25/203.

F

N

N

TREE PRESERVATION

PLAN

AutoCAD SHX Text

MN 421

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MN 440

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MN 418

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MN 9

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MN 11

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MN 13

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MN 15

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MN 17

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MN 19

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MN 21

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MN 23

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MN 25

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MN 27

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MN 26

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MN 24

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MN 22

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MN 20

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MN 14

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GARDEN

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GARDEN

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GARDEN

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GARDEN

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GARDEN

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GARDEN

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GARDEN

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WD. R.W.

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WD. R.W.

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CON. R.W.

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

WOOD CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CHAIN LINK FENCE

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BOARD FENCE

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63.6-200 SA-3.09%%%

AutoCAD SHX Text

LHUC

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

LHUC

AutoCAD SHX Text

0.50 Dia

AutoCAD SHX Text

0.50 Dia

AutoCAD SHX Text

0.50 Dia

AutoCAD SHX Text

0.50 Dia

AutoCAD SHX Text

0.50 Dia

AutoCAD SHX Text

0.40 Dia

AutoCAD SHX Text

0.20 Dia

AutoCAD SHX Text

0.30 Dia

AutoCAD SHX Text

HP/HD

AutoCAD SHX Text

SL

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AD SIGN

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AD SIGN

AutoCAD SHX Text

HP

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RIB

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TS

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WV

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HP

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AD SIGN

AutoCAD SHX Text

HP/HD

AutoCAD SHX Text

FLAG

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SIB

AutoCAD SHX Text

HP

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RIB

AutoCAD SHX Text

HP/SL

AutoCAD SHX Text

IB

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IB

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HP/SL

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IB

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IB

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IB

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SIB

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WV

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ASPH

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CONC

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STNE

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STMP

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STMP

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CONC

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GRDN

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CONC

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GRDN

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BRCK

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CONC

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ASPH

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ASPH

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GRDN

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GRDN

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CONC

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CONC

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STNE

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GRDN

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CONC

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CONC

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CONC

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GRAV

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GRAV

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GRAV

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CONC

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ASPH

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ASPH

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ASPH

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ASPH

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ASPH

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32 GM

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50 GM

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50 GM

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50 GM

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50 GM

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32 GM

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89.3-450 ST-1.52%%%

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56.4-450 ST-1.07%%%

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151.0-200 ST-0.95%%%

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156.1-200 ST-0.98%%%

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BTUC

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OS1218

AutoCAD SHX Text

OS1219

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1C483

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1C85

AutoCAD SHX Text

1C89

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

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32 GM

AutoCAD SHX Text

200 CI WM

AutoCAD SHX Text

150 CI WM

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150 CI WM

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BOARD FENCE

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156.1-200 ST-0.98%%%

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CONC

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117.1-200 SA-0.56%%%

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117.1-200 SA-0.56%%%

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150 CI WM

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QUEEN

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150 SA

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FIRESTONE

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150 ST

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100 RWL

AutoCAD SHX Text

600 ST

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100 SA

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100 ST

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50 GM

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200 ST

AutoCAD SHX Text

125 ST

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50 GM

AutoCAD SHX Text

50 GM

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50 GM

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150 SA PLAS

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200 SA

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CLAY

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100 SA

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+

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1

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020

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1

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040

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1

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100

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120

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140

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1.5 C/SWK

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1.5 C/SWK

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1.5 C/SWK

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1.5 C/SWK

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BH#1

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SA204

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SA205

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ST105

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90.0-200 SA-0.??%

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ST104

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90.0-200 SA-0.??%

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200 PVC WM

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200 PVC WM

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MN 23

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MN 25

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MN 27

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MN 29

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MN 31

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MN 33

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MN 35

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MN 37

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MN 39

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MN 41

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MN 43

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MN 45

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MN 49

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MN 51

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MN 53

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MN 55

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MN 56

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MN 54

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MN 52

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MN 46

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MN 44

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MN 42

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MN 38

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MN 36

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MN 34

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MN 32

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MN 30

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MN 28

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MN 26

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MN 24

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T/SLOPE

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T/SLOPE

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T/SLOPE

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B/SLOPE

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T/SLOPE

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T/SLOPE

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T/SLOPE

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T/SLOPE

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T/SLOPE

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B/SLOPE

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B/SLOPE

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T/SLOPE

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GARDEN

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GARDEN

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GARDEN

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GARDEN

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GARDEN

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GARDEN

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ROCK

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GARDEN

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GARDEN

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GARDEN

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GARDEN

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BK. R.W.

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WD. R.W.

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WD. R.W.

AutoCAD SHX Text

WD. R.W.

AutoCAD SHX Text

CON. R.W.

AutoCAD SHX Text

WD. R.W.

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BK. R.W.

AutoCAD SHX Text

BK. R.W.

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CON. R.W.

AutoCAD SHX Text

BK. R.W.

AutoCAD SHX Text

CON. R.W.

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

WOOD CURB

AutoCAD SHX Text

WOOD CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

BRICK CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

56.4-200 SA-0.31%%%

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59.8-200 SA-3.05%%%

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63.6-200 SA-3.09%%%

AutoCAD SHX Text

0.20 Dia

AutoCAD SHX Text

0.20 Dia

AutoCAD SHX Text

0.30 Dia

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HP/SL

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SIB

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HP/SL

AutoCAD SHX Text

FH

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WV

AutoCAD SHX Text

IB

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RIB

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HP/SL

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HP/SL

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IB

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PL

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HP/SL

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ASPH

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ASPH

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GRDN

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CONC

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GRDN

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CONC

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CONC

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BRCK

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STNE

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BRCK

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ASPH

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ASPH

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CONC

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GRDN

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ASPH

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GRAV

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CONC

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BRCK

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ASPH

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STNE

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STMP

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STMP

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ASPH

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ASPH

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CONC

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CONC

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CONC

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CONC

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GRDN

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ASPH

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BRCK

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CONC

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ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

GRDN

AutoCAD SHX Text

GRDN

AutoCAD SHX Text

CONC

AutoCAD SHX Text

LHUC

AutoCAD SHX Text

32 GM

AutoCAD SHX Text

32 GM

AutoCAD SHX Text

32 GM

AutoCAD SHX Text

50 GM

AutoCAD SHX Text

50 GM

AutoCAD SHX Text

50 GM

AutoCAD SHX Text

50 GM

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32 GM

AutoCAD SHX Text

114.5-200 ST-3.78%%%

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40.2-450 ST-1.72%%%

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61.9-375 ST-3.36%%%

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9.6-300 ST

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OS1219

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OS1220

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OS1221

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1C347

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1C90

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1C349

AutoCAD SHX Text

1C350

AutoCAD SHX Text

1C348

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1C91

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50 GM

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50 GM

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150 CI WM

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150 CI WM

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CONC

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99.3-675 ST-0.09%%%

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100 SA

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150 SA

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100 SA

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150 ST

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100 ST

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100 ST

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100 ST

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100 ST

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100 ST

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100 ST

AutoCAD SHX Text

100 ST

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100 ST

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100 ST

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151.0-200 ST-0.95%%%

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100 ST

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ST PDC INSTALLED 2001

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100 ST

AutoCAD SHX Text

100 ST

AutoCAD SHX Text

150 ST

AutoCAD SHX Text

200 ST

AutoCAD SHX Text

125 ST

AutoCAD SHX Text

50 GM

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50 GM

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50 GM

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50 GM

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50 GM

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100 SA

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156.1-200 ST-0.98%%%

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200 ST

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1.1-300 ST

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+

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1

AutoCAD SHX Text

140

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+

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1

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160

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+

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1

AutoCAD SHX Text

180

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1

AutoCAD SHX Text

200

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1

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220

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1

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240

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1

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260

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+

AutoCAD SHX Text

1

AutoCAD SHX Text

280

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+

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1

AutoCAD SHX Text

300

AutoCAD SHX Text

1.5 C/SWK

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1.5 C/SWK

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BH#2

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SA202

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SA203

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ST103

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ST102

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90.0-200 SA-0.??%

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90.0-200 SA-0.??%

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87.3-200 SA-0.??%

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200 PVC WM

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200 PVC WM

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1. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION OF ALL UNDERGROUND UTILITIES. 2. ALL DISCREPANCIES ARE TO BE REPORTED TO THE LANDSCAPE ARCHITECT IMMEDIATELY, AND BEFORE PROCEEDING WITH WORK OR SHOP DRAWINGS. 3. THE BASE INFORMATION WAS OBTAINED FROM SPRIET ASSOCIATES. 4. THIS DRAWING IS THE PROPERTY OF ART LIERMAN LANDSCAPE ARCHITECT AND MAY NOT BE USED FOR CONSTRUCTION WITHOUT THE PERMISSION OF THE LANDSCAPE ARCHITECT. 5. ALL AREAS OF EXISTING LAWN DISTURBED BY CONSTRUCTION TO BE REPAIRED AND SODDED.

AutoCAD SHX Text

EXISTING DECIDUOUS TREE TO BE RETAINED

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TREE PROTECTION FENCE SEE DETAIL 1 & SPECS. ON TP.4

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EXISTING TREE I.D. No.

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EXISTING CONIFEROUS TREE TO BE RETAINED

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EXISTING DECIDUOUS TREE TO BE REMOVED

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EXISTING SHRUBS & PLANTING BEDS TO BE RETAINED

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EXISTING HEDGE TO BE RETAINED

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O

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A

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S

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REMOVED TREE

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HAND FORM CURB SEE TREE ASSESSMENT REPORT AND TREE INVENTORY & ASSESSMENT CHARTS ON TP.5

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WHARNCLIFFE ROAD SOUTH

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HIGHWAY AVENUE

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HIGHWAY AVENUE

20

21

22

23

25

24

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

F

FF

F

F

EA

SE

ME

NT

IN

I.N

. 603782

CONC

ASPH

59

60

61

62

63

64

65

66

67

93

9495

96

97

98

99

100

101

103

102

104

F

F

F

63A

97B

97A

C D

E F

TP.2

General Notes:

Drawing Title:


Project No:

Project Title:

No. Date Issued

Revisions:


217122

LEGENDLEGEND

25

London, Ontario

2020 INFRASTRUCTURE

RENEWAL PROGRAM

CONTRACT #12

HIGHWAY AVENUE &

LAMBETH AVENUE


ARTHUR LIERMAN



Ian Johnston





519.476.2460

[email protected]


F

N

N

TREE PRESERVATION

PLAN

AutoCAD SHX Text

CB IN LOW AREA, PREVIOUS PONDING

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GATE

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MN 45

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MN 49

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MN 51

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MN 53

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MN 55

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MN 57

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MN 61

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MN 247

AutoCAD SHX Text

MN 249

AutoCAD SHX Text

MN 250

AutoCAD SHX Text

MN 248

AutoCAD SHX Text

MN 246

AutoCAD SHX Text

MN 244

AutoCAD SHX Text

MN 242

AutoCAD SHX Text

MN 240

AutoCAD SHX Text

MN 243

AutoCAD SHX Text

MN 241

AutoCAD SHX Text

MN 62

AutoCAD SHX Text

MN 58

AutoCAD SHX Text

MN 56

AutoCAD SHX Text

MN 54

AutoCAD SHX Text

MN 52

AutoCAD SHX Text

MN 46

AutoCAD SHX Text

MN 44

AutoCAD SHX Text

T/SLOPE

AutoCAD SHX Text

T/SLOPE

AutoCAD SHX Text

T/SLOPE

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

CON. R.W.

AutoCAD SHX Text

WD. R.W.

AutoCAD SHX Text

BK. R.W.

AutoCAD SHX Text

BK. R.W.

AutoCAD SHX Text

BK. R.W.

AutoCAD SHX Text

BK. R.W.

AutoCAD SHX Text

BK. R.W.

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

BRICK CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

BOARD FENCE

AutoCAD SHX Text

BOARD FENCE

AutoCAD SHX Text

56.3-300 SA-1.60%%%

AutoCAD SHX Text

5.1-200 SA

AutoCAD SHX Text

48.5-300 SA-1.99%%%

AutoCAD SHX Text

59.3-200 SA-0.74%%%

AutoCAD SHX Text

56.4-200 SA-0.31%%%

AutoCAD SHX Text

CONC

AutoCAD SHX Text

0.30 Dia

AutoCAD SHX Text

1.20 Dia

AutoCAD SHX Text

0.60 Dia

AutoCAD SHX Text

0.40 Dia

AutoCAD SHX Text

IB

AutoCAD SHX Text

HP/SL

AutoCAD SHX Text

IB

AutoCAD SHX Text

PL

AutoCAD SHX Text

HP/SL

AutoCAD SHX Text

HP/SL

AutoCAD SHX Text

TS

AutoCAD SHX Text

HP/SL

AutoCAD SHX Text

SIB

AutoCAD SHX Text

HP/SL

AutoCAD SHX Text

FH

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

CONC

AutoCAD SHX Text

BRCK

AutoCAD SHX Text

STMP

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

STNE

AutoCAD SHX Text

CONC

AutoCAD SHX Text

GRDN

AutoCAD SHX Text

CONC

AutoCAD SHX Text

BRCK

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

GRDN

AutoCAD SHX Text

CONC

AutoCAD SHX Text

GRDN

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

GRDN

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

BRCK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

GRDN

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

GRDN

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

50 GM

AutoCAD SHX Text

50 GM

AutoCAD SHX Text

25 GM

AutoCAD SHX Text

50 GM

AutoCAD SHX Text

32 GM

AutoCAD SHX Text

32 GM

AutoCAD SHX Text

83.9-1650 ST-1.05%%%

AutoCAD SHX Text

99.3-675 ST-0.09%%%

AutoCAD SHX Text

54.3-1650 ST-1.18%%%

AutoCAD SHX Text

114.5-200 ST-3.78%%%

AutoCAD SHX Text

40.2-450 ST-1.72%%%

AutoCAD SHX Text

10.3-200 ST-0.37%%%

AutoCAD SHX Text

12.5-200 ST-0.50%%%

AutoCAD SHX Text

75.4-200 ST-0.20%%%

AutoCAD SHX Text

BT/TVUC

AutoCAD SHX Text

BT/TVUC

AutoCAD SHX Text

OS1221

AutoCAD SHX Text

OS1222

AutoCAD SHX Text

OS1224

AutoCAD SHX Text

OS1223

AutoCAD SHX Text

1C347

AutoCAD SHX Text

1C91

AutoCAD SHX Text

1C86

AutoCAD SHX Text

1C92

AutoCAD SHX Text

1C88

AutoCAD SHX Text

25 GM

AutoCAD SHX Text

25 GM

AutoCAD SHX Text

50 GM

AutoCAD SHX Text

150 CI WM

AutoCAD SHX Text

150 CI WM

AutoCAD SHX Text

200 PVC WM

AutoCAD SHX Text

150 PVC WM

AutoCAD SHX Text

TVUC

AutoCAD SHX Text

99.3-675 ST-0.09%%%

AutoCAD SHX Text

200 PVC WM

AutoCAD SHX Text

82.4-200 SA-1.63%%%

AutoCAD SHX Text

100 SA

AutoCAD SHX Text

150 SA

AutoCAD SHX Text

BT/TVUC

AutoCAD SHX Text

2-100

AutoCAD SHX Text

100 ST

AutoCAD SHX Text

100 ST

AutoCAD SHX Text

100 ST

AutoCAD SHX Text

B/SLOPE

AutoCAD SHX Text

100 ST

AutoCAD SHX Text

100 ST

AutoCAD SHX Text

100 ST

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

100 PVC

AutoCAD SHX Text

150 ST

AutoCAD SHX Text

150 ST

AutoCAD SHX Text

100 SA

AutoCAD SHX Text

100 SA

AutoCAD SHX Text

100 SA

AutoCAD SHX Text

50 GM

AutoCAD SHX Text

50 GM

AutoCAD SHX Text

50 GM

AutoCAD SHX Text

50 GM

AutoCAD SHX Text

50 GM

AutoCAD SHX Text

200 ST

AutoCAD SHX Text

59.3-200 SA-0.74%%%

AutoCAD SHX Text

100 ST

AutoCAD SHX Text

(2110x1350)

AutoCAD SHX Text

(2110x1350)

AutoCAD SHX Text

+

AutoCAD SHX Text

1

AutoCAD SHX Text

382.04

AutoCAD SHX Text

+

AutoCAD SHX Text

1

AutoCAD SHX Text

240

AutoCAD SHX Text

+

AutoCAD SHX Text

1

AutoCAD SHX Text

260

AutoCAD SHX Text

+

AutoCAD SHX Text

1

AutoCAD SHX Text

280

AutoCAD SHX Text

+

AutoCAD SHX Text

1

AutoCAD SHX Text

300

AutoCAD SHX Text

+

AutoCAD SHX Text

1

AutoCAD SHX Text

320

AutoCAD SHX Text

+

AutoCAD SHX Text

1

AutoCAD SHX Text

340

AutoCAD SHX Text

+

AutoCAD SHX Text

1

AutoCAD SHX Text

360

AutoCAD SHX Text

+

AutoCAD SHX Text

1

AutoCAD SHX Text

380

AutoCAD SHX Text

+

AutoCAD SHX Text

-0

AutoCAD SHX Text

015

AutoCAD SHX Text

+

AutoCAD SHX Text

0

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AutoCAD SHX Text

+

AutoCAD SHX Text

0

AutoCAD SHX Text

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AutoCAD SHX Text

+

AutoCAD SHX Text

0

AutoCAD SHX Text

030

AutoCAD SHX Text

R=3.5

AutoCAD SHX Text

R=6.2

AutoCAD SHX Text

1.5 C/SWK

AutoCAD SHX Text

1.5 C/SWK

AutoCAD SHX Text

MN 243 WSC OFF EDWARD ST.

AutoCAD SHX Text


AutoCAD SHX Text

BH#2

AutoCAD SHX Text

SA201

AutoCAD SHX Text

SA202

AutoCAD SHX Text

ST102

AutoCAD SHX Text

ST101

AutoCAD SHX Text

87.3-200 SA-0.??%

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87.3-200 SA-0.??%

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200 PVC WM

AutoCAD SHX Text

200 PVC WM

AutoCAD SHX Text

BP

AutoCAD SHX Text

MN 429

AutoCAD SHX Text

MN 450

AutoCAD SHX Text

MN 11

AutoCAD SHX Text

MN 15

AutoCAD SHX Text

MN 17

AutoCAD SHX Text

MN 19

AutoCAD SHX Text

MN 21

AutoCAD SHX Text

MN 23

AutoCAD SHX Text

MN 25

AutoCAD SHX Text

MN 24

AutoCAD SHX Text

MN 22

AutoCAD SHX Text

MN 18

AutoCAD SHX Text

MN 16

AutoCAD SHX Text

MN 14

AutoCAD SHX Text

MN 444

AutoCAD SHX Text

T/SLOPE

AutoCAD SHX Text

T/SLOPE

AutoCAD SHX Text

T/SLOPE

AutoCAD SHX Text

T/SLOPE

AutoCAD SHX Text

B/SLOPE

AutoCAD SHX Text

B/SLOPE

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

WD. R.W.

AutoCAD SHX Text

WD. R.W.

AutoCAD SHX Text

CON. R.W.

AutoCAD SHX Text

CON. R.W.

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CURB

AutoCAD SHX Text

BRICK CURB

AutoCAD SHX Text

BRICK CURB

AutoCAD SHX Text

BRICK CURB

AutoCAD SHX Text

BRICK CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CON. R.W.

AutoCAD SHX Text

CLF

AutoCAD SHX Text

BOARD FENCE

AutoCAD SHX Text

BOARD FENCE

AutoCAD SHX Text

121.6-200 SA-1.35%%%

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CURB

AutoCAD SHX Text

0.50 Dia

AutoCAD SHX Text

0.70 Dia

AutoCAD SHX Text

0.70 Dia

AutoCAD SHX Text

0.30 Dia

AutoCAD SHX Text

0.30 Dia

AutoCAD SHX Text

0.50 Dia

AutoCAD SHX Text

0.50 Dia

AutoCAD SHX Text

SL

AutoCAD SHX Text

TS

AutoCAD SHX Text

TS

AutoCAD SHX Text

RIB

AutoCAD SHX Text

HP/SL

AutoCAD SHX Text

HP/SL

AutoCAD SHX Text

IB

AutoCAD SHX Text

HP/SL

AutoCAD SHX Text

SIB

AutoCAD SHX Text

Wd POST

AutoCAD SHX Text

HP/SL

AutoCAD SHX Text

TS

AutoCAD SHX Text

AD SIGN

AutoCAD SHX Text

HP

AutoCAD SHX Text

TS

AutoCAD SHX Text

WV

AutoCAD SHX Text

SIB

AutoCAD SHX Text

AD SIGN

AutoCAD SHX Text

AD SIGN

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

FH

AutoCAD SHX Text

CC

AutoCAD SHX Text

HP

AutoCAD SHX Text

PL

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

GRDN

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

BRCK

AutoCAD SHX Text

GRDN

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

GRDN

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

STNE

AutoCAD SHX Text

GRAV

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

STNE

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

50 GM

AutoCAD SHX Text

75 GM

AutoCAD SHX Text

50 GM

AutoCAD SHX Text

50 GM

AutoCAD SHX Text

50 GM

AutoCAD SHX Text

50 GM

AutoCAD SHX Text

50 GM

AutoCAD SHX Text

50 GM

AutoCAD SHX Text

22.6-450 ST-0.47%%%

AutoCAD SHX Text

108.7-375 ST-1.22%%%

AutoCAD SHX Text

16.2-300 ST

AutoCAD SHX Text

14.8-375 ST-2.18%%%

AutoCAD SHX Text

116.2-450 ST-1.46%%%

AutoCAD SHX Text

71.2-200 ST-2.08%%%

AutoCAD SHX Text

BTUC

AutoCAD SHX Text

BTUC

AutoCAD SHX Text

BT/TVUC

AutoCAD SHX Text

BT/TVUC

AutoCAD SHX Text

OS1214

AutoCAD SHX Text

SAMH

AutoCAD SHX Text

OS1215

AutoCAD SHX Text

1C69

AutoCAD SHX Text

CBMH

AutoCAD SHX Text

1C74

AutoCAD SHX Text

1C553

AutoCAD SHX Text

1C75

AutoCAD SHX Text

1C72

AutoCAD SHX Text

1C254

AutoCAD SHX Text

1C258

AutoCAD SHX Text

1C73

AutoCAD SHX Text

150 CI WM

AutoCAD SHX Text

150 CI WM

AutoCAD SHX Text

200 CI WM

AutoCAD SHX Text

250 DI WM

AutoCAD SHX Text

200 CI WM

AutoCAD SHX Text

150 CI WM

AutoCAD SHX Text

50 GM

AutoCAD SHX Text

50 GM

AutoCAD SHX Text

50 GM

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

111.6-200 SA 0.61%%%

AutoCAD SHX Text

100 ST

AutoCAD SHX Text

100 ST

AutoCAD SHX Text

HOLDING TANK

AutoCAD SHX Text

100 SA

AutoCAD SHX Text

150 ST

AutoCAD SHX Text

150 SA

AutoCAD SHX Text

FUTURE ST CONNECTION

AutoCAD SHX Text

250-1.0%%%

AutoCAD SHX Text

200-1.0%%%

AutoCAD SHX Text

200-1.0%%%

AutoCAD SHX Text

150 SA

AutoCAD SHX Text

50 GM

AutoCAD SHX Text

50 GM

AutoCAD SHX Text

100 ST

AutoCAD SHX Text

100 SA

AutoCAD SHX Text

90.9-450 ST-1.64%%%

AutoCAD SHX Text

30.0-450 ST-0.03%

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

56.4-450 ST-1.07

AutoCAD SHX Text

41.3-250 ST-0.74%

AutoCAD SHX Text

12.8-200 ST-0.79%%%

AutoCAD SHX Text

150 ST

AutoCAD SHX Text

150 ST

AutoCAD SHX Text

150 ST

AutoCAD SHX Text

100 ST

AutoCAD SHX Text

100 ST

AutoCAD SHX Text

100 ST

AutoCAD SHX Text

450

AutoCAD SHX Text

200

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375

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22.5-600x600 ST

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BOX CULVERT-0.33%%%%%P

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1C68

AutoCAD SHX Text

BTUC

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22 DUCTS

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BTUC

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BTUC

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MH

AutoCAD SHX Text

BTUC

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300

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75 GM

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200 SA

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121.6-200 SA-1.35%%%

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ST-1.73%%%

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83.3-200 ST-0.70%%%

AutoCAD SHX Text

126.4-200 SA-0.69%%%

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86.0-600 ST-0.43%%%

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104.2-200 ST-0.22%%%

AutoCAD SHX Text

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080

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100

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AutoCAD SHX Text

2

AutoCAD SHX Text

120

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+

AutoCAD SHX Text

2

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140

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-0

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020

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0

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000

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0

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020

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R=5.9

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R=6.2

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1.5 C/SWK

AutoCAD SHX Text

1.5 C/SWK

AutoCAD SHX Text

1.5 C/SWK

AutoCAD SHX Text

1.5 C/SWK

AutoCAD SHX Text

MN 450 WSC OFF WHARNCLIFFE ROAD ??

AutoCAD SHX Text

MN 444 WSC OFF WHARNCLIFFE ROAD

AutoCAD SHX Text

BH#3

AutoCAD SHX Text

200 PVC WM

AutoCAD SHX Text

200 PVC WM

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ST104

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ST104

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SA205

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C

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AutoCAD SHX Text

REMOVED TREE

AutoCAD SHX Text


AutoCAD SHX Text

LAMBETH AVENUE

AutoCAD SHX Text

WHARNCLIFFE ROAD SOUTH

AutoCAD SHX Text

EDWARD STREET

AutoCAD SHX Text

HIGHWAY AVENUE

EA

SE

ME

NT

IN

I.N

. 603782

BRICK PILLAR

65

66

67

68

69

70

71

72

73

74

75

7677

78

79

88

89

9091

92

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F G

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TP.3

General Notes:

Drawing Title:


Project No:

Project Title:

No. Date Issued

Revisions:


217122

LEGENDLEGEND

25

London, Ontario

2020 INFRASTRUCTURE

RENEWAL PROGRAM

CONTRACT #12

HIGHWAY AVENUE &

LAMBETH AVENUE


ARTHUR LIERMAN



Ian Johnston





519.476.2460

[email protected]


F

N

N

TREE PRESERVATION

PLAN

AutoCAD SHX Text

MN 21

AutoCAD SHX Text

MN 23

AutoCAD SHX Text

MN 25

AutoCAD SHX Text

MN 27

AutoCAD SHX Text

MN 31

AutoCAD SHX Text

MN 33

AutoCAD SHX Text

MN 35

AutoCAD SHX Text

MN 37

AutoCAD SHX Text

MN 41

AutoCAD SHX Text

MN 43

AutoCAD SHX Text

MN 45

AutoCAD SHX Text

MN 47

AutoCAD SHX Text

MN 51

AutoCAD SHX Text

MN 52

AutoCAD SHX Text

MN 50

AutoCAD SHX Text

MN 48

AutoCAD SHX Text

MN 46

AutoCAD SHX Text

MN 44

AutoCAD SHX Text

MN 42

AutoCAD SHX Text

MN 40

AutoCAD SHX Text

MN 38

AutoCAD SHX Text

MN 36

AutoCAD SHX Text

MN 32

AutoCAD SHX Text

MN 28

AutoCAD SHX Text

MN 26

AutoCAD SHX Text

MN 24

AutoCAD SHX Text

MN 22

AutoCAD SHX Text

T/SLOPE

AutoCAD SHX Text

B/SLOPE

AutoCAD SHX Text

T/SLOPE

AutoCAD SHX Text

B/SLOPE

AutoCAD SHX Text

T/SLOPE

AutoCAD SHX Text

T/SLOPE

AutoCAD SHX Text

T/SLOPE

AutoCAD SHX Text

T/SLOPE

AutoCAD SHX Text

T/SLOPE

AutoCAD SHX Text

T/SLOPE

AutoCAD SHX Text

T/SLOPE

AutoCAD SHX Text

B/SLOPE

AutoCAD SHX Text

B/SLOPE

AutoCAD SHX Text

T/SLOPE

AutoCAD SHX Text

T/SLOPE

AutoCAD SHX Text

T/SLOPE

AutoCAD SHX Text

T/SLOPE

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

STN. R.W.

AutoCAD SHX Text

CON. R.W.

AutoCAD SHX Text

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EDWARD STREET

TP.4

General Notes:

Drawing Title:


Project No:

Project Title:

No. Date Issued

Revisions:


217122

LEGENDLEGEND

25

London, Ontario

2020 INFRASTRUCTURE

RENEWAL PROGRAM

CONTRACT #12

HIGHWAY AVENUE &

LAMBETH AVENUE


ARTHUR LIERMAN



Ian Johnston





519.476.2460

[email protected]


F

·

·

·

·

PLYWOOD SOIL RETAINER n.t.s.

ELEVATION SECTION

TREE PROTECTION FENCE n.t.s. TREE TRUNK / BARK PROTECTION n.t.s.

DETAILS &

SPECIFICATIONS

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SPECIFICATIONS PROTECTION AND PRESERVATION OF EXISTING TREES: A. CONSTRUCTION PROCESS REQUIREMENTS CONSTRUCTION PROCESS REQUIREMENTS 1. Prior to tree removal operations, all removals will be clearly marked Prior to tree removal operations, all removals will be clearly marked (i.e. all trees designated for removal to be marked with spray paint). 2. Care will be taken during the removals to avoid damaging the Care will be taken during the removals to avoid damaging the branches, trunks, and roots of nearby trees to be retained. Where possible all trees are to be felled into the construction zone to minimize impacts to adjacent vegetation. 3. Where the potential exists for soil compaction and root damage, a Where the potential exists for soil compaction and root damage, a 100mm (4in.) min. thickness protection layer of wood chips covered by 19mm (3/4in.) thick plywood will be installed over the root zone. Alternatives to using plywood, such as interlocking steel plates or plastic ground protection mats, may be installed over the wood chips. This process is necessary when construction activities cannot be excluded from root zones. 4. Where the potential exists for damage to tree trunks, a layer of Where the potential exists for damage to tree trunks, a layer of 50mmx100mm (2in.x4in.) wooden cribbing encircled with wire shall be used to protect the tree from incidental contact by large construction equipment (see Tree Trunk/Bark Protection Detail TTP.2). 5. Broken branches on trees to be retained will be properly pruned by a Broken branches on trees to be retained will be properly pruned by a certified arborist as soon as possible after the damage occurred. 6. Tree Protection Fencing (TPF) will be installed under the supervision Tree Protection Fencing (TPF) will be installed under the supervision of a certified arborist and maintained for the duration of the construction project. Occasionally, TPF is specified where there is no tree; this is done to protect the root system of a nearby tree. 7. No movement of equipment, construction activity, grade changes, No movement of equipment, construction activity, grade changes, surface treatment, excavations or dumping of solvents, gasoline, etc. is permitted within the Tree Protection zone (the Tree Protection Zone is the area inside the Tree Protection Fencing). 8. Where the roots of protected trees would be damaged by mechanical Where the roots of protected trees would be damaged by mechanical excavation, non-invasive digging by hand, air excavation tool or hydro-vacuum equipment will take place. Hydro-vacuum equipment must be operated as follows, to prevent root damage: Maximum operating pressure 900psi until roots show, then 300-400psi to remove soil around and under roots. Water not aimed directly at roots. Minimize contact with roots, keeping 150mm (6in.) away as much as possible. This work is to be supervised by a certified arborist. 9. Once an adequate size of hole has been excavated by one of the Once an adequate size of hole has been excavated by one of the non-invasive methods, exposed roots need to be kept damp and protected from sun and wind until construction work is complete. Back filling of the hole shall take place as soon as possible. Roots that inhibit access of the hole for work activities may be pruned, only as needed, to access and complete the work; this work is to be completed or supervised by a certified arborist. 10. Where installation of Private Drain Connections (PDCs) (sanitary or Where installation of Private Drain Connections (PDCs) (sanitary or storm services and curb stops or water services) by open-cut methods will adversely affect tree roots, the contractor will install new services by trenchless methods (ie. boring and / or hydro vacuum truck excavating), at locations directed by the Contract Administrator (Note: see hydro-vacuum instructions in item #8). 11. If grade changes are required in areas adjacent to trees to be If grade changes are required in areas adjacent to trees to be retained, work will be done to minimize impacts to the trees. Tree wells, retaining walls or other site features will be utilized. 12. Avoid running above ground and underground utility services near Avoid running above ground and underground utility services near trees to be retained. If unavoidable, utilize directional boring to install services below tree roots. 13. All excavated areas adjacent to trees to be retained will be All excavated areas adjacent to trees to be retained will be adequately backfilled and compacted with a native soil substrate layer and a topsoil top layer to eliminate air pockets and match original conditions and grades. 14. Final site grading will ensure that surface water is discharged from Final site grading will ensure that surface water is discharged from the site and the existing soil moisture conditions are maintained. 15. Trenchless methods to be used when sanitary and storm PDCs and Trenchless methods to be used when sanitary and storm PDCs and water services travel through root systems. Curb stop and service connections to be excavated utilizing hydrovac equipment when in root zones. 16. Minimal root pruning to be carried out to allow access, by personnel, Minimal root pruning to be carried out to allow access, by personnel, into the excavations to carry out their work. Curb stops within 3M of tree trunks to be moved to a different location. Reusing existing base material of the existing sidewalk should be a priority in order to avoid/minimize damage of roots. 17. A strategy to minimize root damage during sidewalk installation is the A strategy to minimize root damage during sidewalk installation is the use of an alternative sidewalk construction method. See Section B. Sidewalk Construction Requirements. B. SIDEWALK CONSTRUCTION REQUIREMENTS 1. Sidewalk installation within the Critical Root Zone (CRZ) of trees may Sidewalk installation within the Critical Root Zone (CRZ) of trees may result in de-stabilization due to the severing of supporting roots. The tree's ability to take up water and nutrients will also be severely curtailed due to major root loss. To avoid such ramifications, sidewalks in the vicinity of these trees can be built using alternative methods. The application of an alternative method is at the discretion of the municipality. The design and implementation of an alternative method will be the result of collaboration between civil engineering personnel and an arboricultural professional. Using an alternative method can, in some cases, prevent the removal of a tree(s) when that tree(s) is identified for removal due to construction impacts only. 2. Where an alternative sidewalk installation method is not utilized and a Where an alternative sidewalk installation method is not utilized and a conventional sidewalk construction method is employed, root pruning prior to excavation must be carried out. This necessitates the digging of a trench parallel to and just outside the sidewalk's excavation footprint at a depth equal to that of the excavation and to the extents of the tree's drip-line. Trenching is to be carried out through the use of hydro-vacuum equipment (refer to Item # 8 under Construction Process Requirements). A certified arborist must be employed to carry out the root pruning. This process will prevent damage to the root sections that will remain intact within the soil between the sidewalk and the tree. However, this will not prevent the de-stabilization of the tree, nor will it prevent the curtailment of water and nutrient uptake if the root pruning takes place within the tree's CRZ. C. POST-CONSTRUCTION REQUIREMENTS 1. After construction, upon the assessment of a certified arborist, deep After construction, upon the assessment of a certified arborist, deep root fertilizing and / or watering may be required as a remedial action to enhance the growing conditions of a tree(s) inadvertently injured by construction activities. This would include trees with damage to the trunk or crown and damage to roots that are within the Tree Protection Zones. 2. Avoid discharging rain water leaders adjacent to all trees to be Avoid discharging rain water leaders adjacent to all trees to be retained. This may cause an overly moist environment which will cause the tree roots to rot. 3. After all of the work is completed, the Tree Protection Fencing and After all of the work is completed, the Tree Protection Fencing and other barriers will be removed. 4. A final review must be undertaken by a certified arborist to ensure A final review must be undertaken by a certified arborist to ensure that all mitigation measures as described above have been met.

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T-BAR STAKE ON BLVD. SIDE

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T-BAR STAKE ON BLVD. SIDE

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3/4IN. PLYWOOD PANEL

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GROUND LEVEL VARIES

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GROUND LEVEL VARIES

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1.2M O.C. MAX.

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1. HEIGHT OF PLYWOOD TO BE EQUAL OR GREATER THAN DEPTH OF SOIL. HEIGHT OF PLYWOOD TO BE EQUAL OR GREATER THAN DEPTH OF SOIL. 2. PLYWOOD TO BE INSTALLED DIRECTLY AGAINST FACE OF SOIL. PLYWOOD TO BE INSTALLED DIRECTLY AGAINST FACE OF SOIL. 3. INSTALL PLYWOOD AS SOON AS POSSIBLE FOLLOWING REMOVAL OF CURBS AND/OR OTHER FEATURES. INSTALL PLYWOOD AS SOON AS POSSIBLE FOLLOWING REMOVAL OF CURBS AND/OR OTHER FEATURES. 4. STAKE AND FASTEN T-BARS TO SUFFICIENTLY SECURE PLYWOOD IN PLACE FOR DURATION OF CONSTRUCTION PERIOD. STAKE AND FASTEN T-BARS TO SUFFICIENTLY SECURE PLYWOOD IN PLACE FOR DURATION OF CONSTRUCTION PERIOD. 5. REMOVE PLYWOOD SOIL RETAINER IMMEDIATELY PRIOR TO INSTALLATION OF NEW CURBS AND/OR OTHER FEATURES.REMOVE PLYWOOD SOIL RETAINER IMMEDIATELY PRIOR TO INSTALLATION OF NEW CURBS AND/OR OTHER FEATURES.

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TOP OF STREET EXCAVATION

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TP.4

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EXISTING TREE CROWN

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DRIP LINE

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PRUNE BROKEN / DAMAGED BRANCHES USING PROPER ARBORICULTURAL TECHNIQUES

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EXISTING GRADE

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UNDISTURBED VEGETATION INCLUDING TREES, SAPLINGS, SHRUBS, GRASSES, AND SOIL

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ROOT DEPTH VARIES WITH SPECIES AND SOIL CONDITIONS. MAJORITY OF ROOTS ARE LOCATED IN TOP 600mm (2'-0") OF SOIL

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50x100 (2x4) WOODEN TOP RAIL FASTENED TO POSTS WITH WOOD SCREWS. TOP RAILS BRIDGED AND FASTENED WITH WOOD SCREWS

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TREE PROTECTION FENCE - ORANGE P.V.C. SNOW FENCE SECURED TO TOP RAIL AND POSTS WITH PLASTIC TIES (TIES NOT TO BE CUT OFF AT ENDS AFTER INSTALLED). TP FENCE TO BE INSTALLED NOT LESS THAN 1000mm (3'-4") OUTSIDE THE DRIP-LINE OR AS SHOWN AND SPECIFIED ON DWGS. FOR EACH TREE

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METAL 1800mm (6'-0") T-BAR POST 2400mm (8'-0") MAX. O.C. IN ALL DIRECTIONS

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T-BAR POST POST

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TOP VIEW

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OUTSIDE

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TOP RAIL

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WOOD SCREWS

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SNOW FENCE

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INSIDE

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1. EXISTING TREES ARE TO BE PROTECTED FROM CONSTRUCTION WITH THE INSTALLATION OF A 1200mm (4'-0") EXISTING TREES ARE TO BE PROTECTED FROM CONSTRUCTION WITH THE INSTALLATION OF A 1200mm (4'-0") HIGH SNOW FENCE, AT NOT LESS THAN 1000mm (3'-4") FROM THE EXISTING DRIP-LINE, HELD IN PLACE WITH 1800mm (6'-0") METAL T-BAR POST. 2. TREE PROTECTION FENCE TO BE INSTALLED PRIOR TO ANY CONSTRUCTION AND MUST REMAIN IN PLACE TREE PROTECTION FENCE TO BE INSTALLED PRIOR TO ANY CONSTRUCTION AND MUST REMAIN IN PLACE UNTIL ALL CONSTRUCTION IS COMPLETED. 3. ALL SUPPORTS AND BRACING SHALL BE INSIDE TREE PROTECTION ZONE AND MINIMIZE DAMAGING ROOTS ALL SUPPORTS AND BRACING SHALL BE INSIDE TREE PROTECTION ZONE AND MINIMIZE DAMAGING ROOTS OUTSIDE TREE PROTECTION ZONE. 4. NO CONSTRUCTION ACTIVITY, GRADE CHANGES, SURFACE TREATMENT, OR EXCAVATION OF ANY KIND IS NO CONSTRUCTION ACTIVITY, GRADE CHANGES, SURFACE TREATMENT, OR EXCAVATION OF ANY KIND IS PERMITTED WITHIN THE TREE PROTECTION ZONE. 5. NO MOVEMENT OF EQUIPMENT, STORAGE OF BUILDING SUPPLIES, CLEANING OF EQUIPMENT, OR DUMPING OF NO MOVEMENT OF EQUIPMENT, STORAGE OF BUILDING SUPPLIES, CLEANING OF EQUIPMENT, OR DUMPING OF SOLVENTS, GASOLINE, ETC., MAY OCCUR WITHIN TREE PROTECTION ZONE. 6. TREE PROTECTION FENCE TO BE INSPECTED BY A CERTIFIED ARBORIST ON A REGULAR BASIS AND TO BE TREE PROTECTION FENCE TO BE INSPECTED BY A CERTIFIED ARBORIST ON A REGULAR BASIS AND TO BE MAINTAINED BY THE CONTRACTOR. 7. CONTRACTOR IS SUBJECT TO PENALTIES IF TREE PROTECTION FENCES ARE BREACHED AND DAMAGE TO TREES CONTRACTOR IS SUBJECT TO PENALTIES IF TREE PROTECTION FENCES ARE BREACHED AND DAMAGE TO TREES OCCURS.

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TP.4

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1.WHERE HIGH QUALITY SPECIMENS OCCUR ADJACENT TO AREAS SUBJECTED TO INTENSIVE WHERE HIGH QUALITY SPECIMENS OCCUR ADJACENT TO AREAS SUBJECTED TO INTENSIVE CONSTRUCTION ACTIVITY, WOODEN CRIBBING SHOULD BE INSTALLED TO PROTECT TRUNKS FROM DAMAGE IN THE EVENT THAT HEAVY EQUIPMENT INADVERTENTLY STRIKES THE TREE.

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(2"x4" MIN.) WOODEN CRIBBING ENCIRCLING TREE TRUNK

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WIRE TIE SECURED TIGHTLY AROUND WOODEN CRIBBING

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2.4M (8FT.) MIN.

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TP.4

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2

TP.5

General Notes:

Drawing Title:


Project No:

Project Title:

No. Date Issued

Revisions:


217122

LEGENDLEGEND

25

London, Ontario

2020 INFRASTRUCTURE

RENEWAL PROGRAM

CONTRACT #12

HIGHWAY AVENUE &

LAMBETH AVENUE


ARTHUR LIERMAN



Ian Johnston





519.476.2460

[email protected]


F

TREE ASSESMENT CODES

AND TREE INVENTORY &

ASSESSMENTS CHARTS

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general notes: bk. wall · 2020-05-22 · ian johnston senior consulting arborist. isa certified...

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