5-l103 5 · grass 2qr 2as 1as 1ar 1qr 1as 1co 1ps 2pg 1ps 1as 1co 1. temporary fence should be...

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4

56

7

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1920

21

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2324

25

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30 31 32 33 34

3637

3839

40

4142

4344

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5152

5354

5556

5758

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6162

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65 6667

6869

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151152

3.0m ASPHALTACCESS ROAD(REFER TOENGINEERING DWGS)

1.5m STONE DUST PATH(REFER TO DWG 5-L109)


3.0m ASPHALT PATH(REFER TO DWG 5-L109)


PROPOSED CHAINLINKFENCE (REFER TOENGINEERING DWGS)

STANLEY AVENUE

KEEF

ER S

TREE

T

QUE

E

35

NEW BUILDING (REFER TOARCHITECTURAL DWGS)

EN1 368221.4195

5033603.4677

EN2 368225.1692

5033600.1604

EN3 368229.0089

5033596.9587

EN4 368232.6206

5033593.5066

EN5 368235.5938

5033589.4883

EN6 368238.2446

5033585.2503

EN7 368240.4222

5033580.7567

EN8 368242.1664

5033576.0715

EN9 368243.6386

5033571.2939

EN10 368244.8339

5033566.4396

EN11 368245.7486

5033561.5247

EN12 368246.3794

5033556.5653

EN13 368246.7244

5033551.5779

EN14 368246.9004

5033546.8292

EN15 368247.8126

5033541.6686

EN16 368249.4669

5033536.9558

EN17 368251.739

5033532.5035

EN18 368254.3129

5033528.2179

EN19 368257.1634

5033524.1111

EN20 368260.278

5033520.2008

EN21 368263.6433

5033516.5041

EN22 368267.2446

5033513.037

EN23 368271.0664

5033509.8144

EN24 368275.0921

5033506.8504

EN25 368279.3041

5033504.1579

EN26 368283.6843

5033501.7485

EN27 368288.2135

5033499.6327

EN28 368292.8723

5033497.8197

EN29 368297.6403

5033496.3173

EN30 368302.4968

5033495.132

EN31 368307.4209

5033494.2691

EN32 368312.3911

5033493.7321

EN33 368317.3858

5033493.5236

EN34 368325.212

5033493.8456

EN35 368329.6836

5033496.0828

EN36 368334.1585

5033498.3132

EN37 368338.6413

5033500.528

EN38 368343.1315

5033502.7274

EN39 368347.6294

5033504.9112

EN40 368352.1462

5033507.0555

EN41 368356.6815

5033509.1605

EN42 368361.225

5033511.2478

EN43 368365.7766

5033513.3173

EN44 368370.3362

5033515.369

EN45 368374.9039

5033517.4029

EN46 368379.4794

5033519.4189

EN47 368384.0628

5033521.417

EN48 368388.654

5033523.3972

EN49 368393.2529

5033525.3594

EN50 368397.8594

5033527.3036

EN51 368402.4735

5033529.2298

EN52 368407.0949

5033531.1382

EN53 368411.7229

5033533.0307

EN54 368416.3596

5033534.9018

EN55 368421.0059

5033536.7489

EN56 368425.6616

5033538.5722

EN57 368430.3267

5033540.3715

EN58 368435.0009

5033542.1469

EN59 368439.6841

5033543.8982

EN60 368444.3763

5033545.6254

EN61 368449.0773

5033547.3285

EN62 368453.787

5033549.0074

EN63 368458.5052

5033550.6622

EN64 368463.1497

5033552.2645

EN65 368467.9667

5033553.8995

EN66 368472.7038

5033555.4992

EN67 368477.4468

5033557.0818

EN68 368482.1977

5033558.6404

EN69 368486.9562

5033560.1752

EN70 368491.7224

5033561.6864

EN80 368257.4896

5033638.492

EN81 368255.5356

5033633.8896

EN82 368253.5816

5033629.2872

EN83 368251.6276

5033624.6849

EN84 368249.6735

5033620.0825

EN85 368247.7195

5033615.4801

EN86 368245.7655

5033610.8778

EN87 368243.8115

5033606.2754

EN88 368241.8575

5033601.673

EN89 368239.9035

5033597.0706

EN90 368237.9494

5033592.4683

EN100 368207.6372

5033560.1076

EN101 368212.3728

5033561.6714

EN102 368216.5857

5033564.3425

EN103 368220.3806

5033567.5953

EN104 368223.8556

5033571.1878

EN105 368226.9803

5033575.0888

EN106 368229.7276

5033579.2643

EN107 368232.0734

5033583.6778

EN115 368258.7786

5033460.1055

EN116 368263.4242

5033461.9445

EN117 368268.3013

5033462.976

EN118 368273.2337

5033463.7707

EN119 368278.0098

5033465.2369

EN120 368282.5385

5033467.3467

EN130 368304.6995

5033451.1799

EN131 368300.7793

5033454.2822

EN132 368297.0537

5033457.6158

EN133 368293.5365

5033461.1685

EN134 368290.2404

5033464.9272

EN135 368287.3073

5033468.9675

EN136 368285.2155

5033473.5042

EN137 368283.6872

5033478.2576

EN138 368283.0163

5033483.2074

EN139 368282.2912

5033488.1527

EN140 368281.1074

5033493.0087

EN141 368279.4753

5033497.7329

EN145 368289.4378

5033476.0221

EN146 368293.6845

5033478.6589

EN147 368298.1236

5033480.9572

EN148 368302.6728

5033483.0316

EN149 368307.2049

5033485.1435

EN150 368311.725

5033487.2809

EN151 368316.233

5033489.4438

EN152 368320.7287

5033491.632

ASPHALT PATH LAYOUT

Drawn by:Name:

NOTES:

Date:

Designed by:

Date:

Signed:Name:

R. DEMPSEY, P.ENG.

INFRASTRUCTURE SERVICES

Stamp (if applicable)

Signed:

Date:

Approved by:Name:

Drawing Title:

Drawing No.: Rev. No.:

Scale

No. Revision Date

DEPARTMENT

W. R. NEWELL, P.ENG.

The Contractor shall verify and be responsible for all dimension. DO NOT scalethe drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all design and drawings are the property of Stantec.Reproduction or use for any purpose other than that authorized by Stantec isforbidden.

Copyright Reserved

I. Lalonde

OTTAWA COMBINED SEWAGESTORAGE TUNNELContract No. 15014-2036

SITE 5LAYOUT PLAN

5-L103 5

A ISSUED FOR 70% DESIGN 14.08.29

B ISSUED FOR 95% DESIGN 15.02.20

1 ISSUED FOR TENDER 15.10.01

2 ADDENDUM 7 16.03.17

3 ISSUED FOR CONSTRUCTION 16.06.30

4 ISSUED FOR CCN-5 17.02.07


C. Gaudet / I. Lalonde

W. Johnson / B. DeVries

1:500

DIVERSION SEWER TUNNELLAUNCH SHAFT(REFER TO ENGINEERING DWGS)

NOTE:EXISTING SIGNS (#1 TO #5) TO BE REMOVED,SALVAGED, AND REINSTALLED AS PEREXISTING CONDITIONS.EXACT LOCATION TO BE DETERMINED ON SITE.

5

GRASS

2QR2AS

1AS

1AR

1QR 1AS1CO1PS

2PG1PS

1AS1CO

1. TEMPORARY FENCE SHOULD BE LOCATED 1.0m FROMTHE EDGE OF ASPHALT PATH TO PROTECT THE ROWOF HONEY LOCUST TREES.

2. THE EDGE OF THE CROWNS OF HONEY LOCUSTTREES ARE LOCATED IN THE MIDDLE OF THE PATH.CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECTAND PROVIDE SPECIAL PRUNING FOR CLEARANCEBEFORE COMMENCING WORK.

11-GT

STANLEY AVENUE

KEEF

ER S

TREE

T

QUE

EN V

ICTO

RIA

ST

* * * * * *

1AS

Drawn by:Name:

NOTES:

Date:

Designed by:

Date:

Signed:Name:

R. DEMPSEY, P.ENG.



Signed:

Date:

Approved by:Name:

Drawing Title:


Scale

No. Revision Date

DEPARTMENT



Copyright Reserved

I. Lalonde


SITE 5OVERALL PLANTING PLAN

5-L104 7




2 ADDENDUM 7 16.03.17




6 DRAFT REVISION TO EXISTING GROUP 6 17.06.01

7 ISSUED FOR SI #63 17.08.11



1:250

REFER TO DWG. 5-L105 FORCENTRAL SECTOR PLANTING PLAN

PLANT MATERIALBotanical Name Common Name Size

RemarksDECIDUOUS PLANT MATERIAL

Acer rubrum Red Maple 70mmAcer saccharum Sugar Maple

Quercus rubra Red Oak

CONIFEROUS PLANT MATERIALPicea glauca White SprucePinus strobus White Pine

Key

ARAS

QR

PGPS

Qty.

70mm

70mm

2400mm2400mm

16

3

22

w/bw/b

w/b

Celtis occidentalis Common HackberryCO 70mm2 w/b

w/bw/b

Gleditsia Triacanthos Inermis"Shademaster"

Honey Locust"Shademaster"

70mmGT 11 W/B

7

7

3PS1TO

2AS

3TO2PP 3PP, 3PS

2TO, 2PG

2AS

2CO / 2AS1AR

3PS2TO

2 AS / 2 AR2 QR / 2CO

2PP1PG

2QR

2PS2TO

1AS

2 TO / 2PS1PP

3AS / 2QR2CO

2TO1PS

2QR3AS

2PP / 2PG2TO

2AR

3PP2TO

2AR

3PG / 2PP2PS / 1TO

3PS / 3PP2TO / 1PG

3PG

70RJM

2AS / 2AR2CO / 1QR

3PG / 2PP2PS

2PG / 2PP3TO

1AS

1QR

3PS, 5TO

2AR

3PS, 3PP5TO, 2PG

2CO

2AS

3QR

1AS

2AS

1AR

REFORESTATION AREA APPLY 300mm OF COMPACTED SOIL

MIXTURE IN 150mm LAYERS AND 100mmSHREDDED PINE MULCH BETWEEN THE

NEW PLANT MATERIALS

51 RA

1PG, 2PP, 2PS

1PG, 2PP, 3PS

* * * * * *6 CV

2PG

5AC

3AC

6AC

2AS

3AR / 4AS3QR / 2CO

Drawn by:Name:

NOTES:

Date:

Designed by:

Date:

Signed:Name:

R. DEMPSEY, P.ENG.



Signed:

Date:

Approved by:Name:

Drawing Title:


Scale

No. Revision Date

DEPARTMENT



Copyright Reserved

I. Lalonde


SITE 5PLANTING PLANCENTRAL SECTOR

5-L105 6




2 ADDENDUM 7 16.03.17



5 DRAFT REVISION TO EXISTING GROUP 6 17.06.01

6 ISSUED FOR SI #63 17.08.11



1:250

PLANT MATERIALBotanical Name Common Name Size Remarks

DECIDUOUS PLANT MATERIALAcer rubrum Red Maple 70mm CALAcer saccharum Sugar Maple

Quercus rubra Red Oak

CONIFEROUS PLANT MATERIALPicea glauca White SprucePicea pungens Colorado SprucePinus strobus White PineThuja occidentalis White Cedar

DECIDUOUS SHRUB PLANT MATERIAL

Key

ARAS

QR

PGPPPSTO

Qty.

70mm CAL

70mm CAL

2400mm HT

Ribes aureum Golden CurrantRA 50cm ht. Potted / To be planted 1250mm c/c

1329

16

23293234

W/B

Celtis occidentalis Common HackberryCO 70mm CAL12

51

W/B

W/BW/B

W/BW/BW/BW/B

Rosa rugosa 'Jen's Munk' Jen's Munk RoseRJM 2 gal. pot Potted / To be planted 900mm c/c70

VINESClematis virginiana Virgin's BowerCV 1 gal. pot Potted / To be planted 2500mm c/c6

*

6

ServiceberryAC 2000mm HT14 Potted; tree formAmelanchier canadensis

2400mm HT2400mm HT2400mm HT

6

55.91

56.80

57.27

56.72

57.00

57.06

57.25

56.90

56.63

56.52

56.60

56.44

5

6

.

0

0

5

5

.

5

0

5

6

.

0

0

5

5

.

5

0

5

6

.

0

0

5

6

.

0

0

5

6

.

2

5

FLOOR ELEVATION

56.70

MEET AND MATCH

EXISTING GRADES

MEET AND MATCH

EXISTING GRADES

5

6

.

5

0

5

6

.

7

5

5

7

.

0

0

5

7

.

2

5

5

7

.

2

5

57.0

0

56.90

56.75

57.00

57.06

57.14

57.14

PROPOSED FENCE

(EXACT LOCATION TO BE

DETERMINED ON SITE)

56.62

56.59

56.62

56.65

56.55

56.58

56.61

5

6

.

5

0

*

*

*

*

*

*

Drawn by:

Name:

NOTES:

Date:

Designed by:

Date:

Signed:

Name:

R. DEMPSEY, P.ENG.



Signed:

Date:

Approved by:

Name:

Drawing Title:


Scale

No. Revision Date

DEPARTMENT


The Contractor shall verify and be responsible for all dimension. DO NOT scale

the drawing - any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all design and drawings are the property of Stantec.

Reproduction or use for any purpose other than that authorized by Stantec is

forbidden.

Copyright Reserved

I. Lalonde

OTTAWA COMBINED SEWAGE

STORAGE TUNNEL

Contract No. 15014-2036

SITE 5

GRADING PLAN

CENTRAL SECTOR

5-L106 4




2 ADDENDUM 7 16.03.17



C. Gaudet / L. St-Denis / I. Lalonde


1:250

4

55.45

55.46

55.30

55.40

55.91

55.50

55.56

55.36

55.34

55.56

55.66

55.45

QUE

EN V

ICTO

RIA

MEET AND MATCHEXISTING GRADES



EXISTING CULVERTS ANDSWALE TO BE REINSTATED

EXISTING SWALETO BE REINSTATED

55.50

* * * * * *

Drawn by:Name:

NOTES:

Date:

Designed by:

Date:

Signed:Name:

R. DEMPSEY, P.ENG.



Signed:

Date:

Approved by:Name:

Drawing Title:


Scale

No. Revision Date

DEPARTMENT



Copyright Reserved

L. St-Denis


SITE 5GRADING PLANNORTH SECTOR

5-L107 4




2 ADDENDUM 7 16.03.17



C. Gaudet

W. Johnson

1:250

44

56.63

56.52

56.60

56.71

56.60

56.52

56.45

FLOOR ELEVATION

56.70

MEET AND MATCH

EXISTING GRADES

PROPOSED FENCE

(EXACT LOCATION TO BE

DETERMINED ON SITE)

56.62

56.59

56.62

56.65

56.55

56.58

56.61

*

*

*

*

*

*

Drawn by:

Name:

NOTES:

Date:

Designed by:

Date:

Signed:

Name:

R. DEMPSEY, P.ENG.



Signed:

Date:

Approved by:

Name:

Drawing Title:


Scale

No. Revision Date

DEPARTMENT






forbidden.

Copyright Reserved

I. Lalonde


STORAGE TUNNEL


SITE 5

GRADING PLAN

EAST SECTOR

5-L108 4




2 ADDENDUM 7 16.03.17



C. Gaudet / L. St-Denis / I. Lalonde


1:250

4

NOTES

1. REMOVE EXISTING TOPSOIL FOR WIDTH OF NEW EMBANKMENT

2. CROSS SLOPE IN DIRECTION OF NORMAL SURFACE DRAINAGE EXCEPT IN

SUPERELEVATED SECTIONS

3. SUPERELEVATION REQUIRED:

A. ON CURVES LESS THAN R = 21000 mm AND FOR SLOPES UP TO 3%

B. ON CURVES LESS THAN R = 46000 mm AND FOR SLOPES OVER 3%

4. SURFACE TREATMENT AS PER CSA B651-04, SECTION 3.3.1

2% max

300

300

TYP 3000 mm

200 mm COMPACTED 95% S.P.D. GRANULAR "A"

150 mm TOPSOIL MINIMUM

SOD

5-L109

1

ASPHALT PATH

SCALE 1:30

10001000

50mm HL3 ASPHALT

SUBGRADE COMPACTED TO

95% S.P.D.

2

5-L109

NOTES:

1. COMPACT STONEDUST SCREENINGS TO 95% STANDARD PROCTOR DENSITY.

2. TRAIL TO FOLLOW LINE OF CONSTRUCTED GRADE.

3. TRAIL SURFACE TO BE SMOOTH AND EVEN THROUGHOUT.

200mm COMPACTED 95% S.P.D.

GRANULAR `A'

SUBGRADE COMPACTED

TO 95% S.P.D.

100mm OF STONE DUST SCREENINGS AS

PER SPECIFICATIONS

5-L109

3

CONCRETE PAD LAYOUT AND JOINT PATTERN

SCALE 1:50

153

154

155

156

157

158

159

160

NOTES:

1. REFER TO ENGINEERING DRAWINGS AND

SPECIFICATIONS FOR JOINT AND SLAB DETAILS

2. CONCRETE PAD TO BE BROOM FINISHED

LEGEND:

EXPANSION JOINT

CONSTRUCTION JOINT

2

0

0

0

M

A

X

4

0

0

0

M

A

X

Drawn by:

Name:

NOTES:

Date:

Designed by:

Date:

Signed:

Name:

R. DEMPSEY, P.ENG.



Signed:

Date:

Approved by:

Name:

Drawing Title:


Scale

No. Revision Date

DEPARTMENT






forbidden.

Copyright Reserved


STORAGE TUNNEL


DETAIL SHEET

5-L109 3

A ISSUED FOR 70% DESIGN 14/08/29

1 ISSUED FOR TENDER 15/10/01

2 ADDENDUM 7 16/03/17

3 ISSUED FOR CONSTRUCTION 16/06/30

C. Gaudet, L. Woods

B. DeVries

L. St-Denis

E

N

153

368261.0776

5033461.9067

E

N

154

368262.6288

5033465.8908

E

N

155

368265.605

5033468.8997

E

N

156

E

N

157

E

N

158

E

N

159

E

N

160

368276.2311

5033465.3957

CONCRETE PAD LAYOUT

368267.9060

5033470.0527

368269.9085

5033469.4639

368273.8060

5033466.7954

368274.9174

5033466.2257

LANDS UNDER CONSTRUCTION

P

R

O

P

E

R

T

Y

L

I

N

E

NOTE:

TREE ROOTS TYPICALLY SPREAD WELL

BEYOND THE DRIPLINES OF TREES, UP TO

3.5 TIMES THE DRIPLINE RADIUS, AND ARE

LOCATED PREDOMINANTLY WITHIN THE

TOP INCHES OF THE SOIL.

BY MAINTAINING A 0NE (1) METRE ZONE

OUTSIDE THE DRIPLINE OF THE TREE

CANOPY UNDISTURBED BY

CONSTRUCTION ACTIVITY, THE ROOTS

MAY BENEFIT FROM RAINFALL DIVERTED

BY THE CANOPY.

PROTECT ROOT ZONES

OF TREES ON

ADJACENT PROPERTY

AREA WITHIN FENCE TO

BE LEFT UNDISTURBED

TO ALLOW FOR

NATURAL

REGENERATION

PAGE WIRE FARM FENCE: 9 STRAND 1.2m

HIGH, 9 GAUGE WIRE. PROTECTIVE

FENCING IS TO BE NOT LESS THAN ONE (1)

METRE OUTSIDE OF TREE DRIPLINES.

FENCING MUST BE STRETCHED TO

ACHIEVE TENSION WITH 38X38 T-BAR

POSTS AT 1500mm O.C. MAXIMUM.

2.44m HIGH, 150mm DIA. CEDAR POSTS, OR

150 X 150 PRESSURE TREATED WOOD

POSTS, SHOULD BE INSTALLED AT 20m

MAXIMUM O.C. AND AT ALL CHANGES IN

HORIZONTAL AND VERTICAL ALIGNMENT.

100

(TYP.)

NOTES:

1. THE AREA WITHIN THE DRIPLINE OF ALL EXISTING TREES SHALL BE PROPERLY PROTECTED WITH TEMPORARY

FENCING.

2. THE SURVEY SHALL SHOW EXISTING ELEVATION AT BASE OF ALL TREES TO BE PRESERVED AS SHOWN "+".

3. THE AREA WITHIN THE PROTECTED FENCING SHALL REMAIN UNDISTURBED AND SHALL BOT BE USED FOR THE

STORAGE OF BUILDING MATERIALS OR EQUIPMENT. REMOVE ALL DEBRIS.

4. PRUNE BRANCHES TO REMOVE DAMAGED OR OBJECTIONABLE BRANCHES. DO NOT PRUNE LEADERS.

5. TREE PROTECTION SHALL REMAIN UNTIL SUBSTANTIAL PERFORMANCE OF THE PROJECT.

6. IF CUTTING OF ROOTS OR CHANGING OF GRADES AROUND EXISTING TREES IS CALLED FOR, FOLLOW APPROPRIATE

DETAILS AS DIRECTED BY LANDSCAPE ARCHITECT.

7. IF TREES ARE BEING AFFECTED BY CONSTRUCTION, A WATER AND FERTILIZING PROGRAM WILL BE REQUIRED TO THE

SATISFACTION OF THE CITY.

1200

MIN.

200-250

150

0m

m

MIN

.

MIN.

200-250

400mm T-RAIL, MIN. 1500mm ABOVE GRADE &

FREE & CLEAR OF ALL BRANCHES. T-RAILS TO

BE ALIGNED WITH PREVAILING WINDS (2 PER

TREE). ALL TREE STAKES & TIES ARE TO BE

REMOVED AFTER ONE YEAR OF INSTALLATION.

RODENT GUARD FOR TREE

#12 GALVANIZED WIRE

NEW BLACK RUBBER HOSE OR EQUIVALENT

100mm SHREDDED PINE MULCH TO APPROX.

150mm OF TREE TRUNK

100mm HIGH SAUCER (EXCEPT IN PLANTING

BED AREAS)

FINISHED GRADE

TOP 1/3 OF BURLAP AND/OR ROPES

TO BE CUT & REMOVED AT TIME OF

PLANTING. BURLAP TO BE

ROTTABLE.

COMPACTED SOIL MIXTURE AT

150mm LAYERS

TOPSOIL TAMPED TO PREVENT

SETTLEMENT

UNDISTURBED SOIL

SUBSOIL TO BE SCARIFIED PRIOR

TO PLANTING

REMOVE ALL NURSERY TAGS

WHEN STAKING REQUIRED, ENCASE

NON-CORRODIBLE WIRE IN REINFORCED RUBBER

GARDEN HOSE AT POINTS OF CONTACT WITH TREE

WHEN STAKING REQUIRED, `T-BAR' IRON STAKE,

2440mm LONG TO BE DRIVEN SECURELY INTO SOIL

TWO PER TREE. ALL TREE STAKES & TIES ARE TO BE

REMOVED AFTER ONE YEAR OF INSTALLATION.

CONIFEROUS TREE SHALL BEAR SAME RELATION TO

FINISHED GRADE AS IT BORE TO PREVIOUS GRADE

CUT & REMOVE TOP 1/3 OF BURLAP &/OR ROPE FROM

ROOT BALL. BURLAP TO BE ROTTABLE.

100mm SHREDDED PINE MULCH TO APPROX.

150mm OF TREE TRUNK

100mm HIGH SAUCER (EXCEPT IN PLANTING

BED AREAS)

FINISHED GRADE

UNDISTURBED SOIL

COMPACTED SOIL MIXTURE AT

150mm LAYERS

SUBSOIL TO BE SCARIFIED PRIOR

TO PLANTING


SETTLEMENT

SUBSOIL SCARIFIED PRIOR

TO PLANTING


SETTLEMENT

SOIL MIXTURE (TRIPLE MIX)

POT TO BE CUT & REMOVED FROM ROOT

BALL WHERE APPLICABLE

FINISHED GRADE

100mm HIGH SAUCER (EXCEPT

IN PLANTING BED AREAS)

100mm SHREDDED PINE MULCH

SHRUBS SHALL BEAR SAME RELATION TO

FINISHED GRADE AS IT BORE TO PREVIOUS

EXISTING GRADE


UNDISTURBED SOIL


TREE PROTECTION DETAIL - SECTION

N.T.S.

1

5-L110

TREE PROTECTION DETAIL - PLAN VIEW

N.T.S.

2

5-L110

DECIDUOUS TREE PLANTING DETAIL

N.T.S.

3

5-L110

CONIFEROUS TREE PLANTING DETAIL

N.T.S.

4

5-L110

SHRUB PLANTING DETAIL

N.T.S.

5

5-L110

SINGLE TREE

CLUSTER OF TREES

WRAPPING - APPROVED TREE WRAP FROM TOP OF BALL TO

300mm ABOVE FIRST BRANCH. SECURE WITH BINDER TWINE.

WOUND OPPOSITE TO WRAPPING. SECURE TOP, MIDDLE AND

BOTTOM.

GUYING - THREE 38X38X5mm STEEL 'T' BARS. MINIMUM 600mm

LONG PREDRILLED TO RECIEVE #9 WIRE THROUGH 13mm

RUBBER HOSE TO SUPPORT TREE. CONNECT EACH WIRE

INDEPENDANTLY THROUGH 150mm LONG

EYEBOLT/TURNBUCKLE.

100mm SHREDDED PINE MULCH. ALL TREAT FARMS OR

APPROVED EQUAL.

MAINTAIN ORIGINAL GRADE OF TREE BASE AFTER PLANTING

OR SLIGHTLY HIGHER TO SUIT SITE SOIL CONDITIONS.

100mm DEEP. 600mm DIA. SAUCER

TRIPLE MIX TOPSOIL OR APPROVED EQUIVALENT IN ANY

SPACES. ENSURE THERE ARE NO AIR POCKETS

RELOCATED SPADED TREE TO FIT SPADED TREE PIT.

UNDISTURBED SUBSOIL

NOTES:

PRUNING - TO SUIT SPECIES - PRUNE BRANCHES BY 1/3 TO

REMOVE DAMAGED OR OBJECTIONABLE BRANCHES FOLLOWING

PROPER HORTICULTUREL PRACTICE. DO NOT PRUNE LEADERS

COMPACT TO ELIMINATE AIR POCKETS OR PREVENT

SETTLEMENT

500

VARIES

TRANSPLANT DETAIL

N.T.S.

6

5-L110

50

0

Drawn by:

Name:

NOTES:

Date:

Designed by:

Date:

Signed:

Name:

R. DEMPSEY, P.ENG.



Signed:

Date:

Approved by:

Name:

Drawing Title:


Scale

No. Revision Date

DEPARTMENT






forbidden.

Copyright Reserved


STORAGE TUNNEL


DETAIL SHEET

5-L110 3

A ISSUED FOR 70% DESIGN 14/08/29

1 ISSUED FOR TENDER 15/10/01

2 ADDENDUM 7 16/03/17

3 ISSUED FOR CONSTRUCTION 16/06/30

C. Gaudet

B. DeVries

L. St-Denis

5-l103 5 · grass 2qr 2as 1as 1ar 1qr 1as 1co 1ps 2pg 1ps 1as 1co 1. temporary fence should be...

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