5-l103 5 · grass 2qr 2as 1as 1ar 1qr 1as 1co 1ps 2pg 1ps 1as 1co 1. temporary fence should be...
TRANSCRIPT
1
2
3
4
56
7
8
9
10
11
12
13
14
15
16
17
18
1920
21
22
2324
25
2627
2829
30 31 32 33 34
3637
3839
40
4142
4344
4546
4748
4950
5152
5354
5556
5758
5960
6162
6364
65 6667
6869
70
80
81
82
83
84
85
86
87
88
8990
100101
102
103
104
105
106
107
115116 117 118
119120
130
131
132
133
134135
136
137
138
139
140
141
145146
147148
149150
151152
3.0m ASPHALTACCESS ROAD(REFER TOENGINEERING DWGS)
1.5m STONE DUST PATH(REFER TO DWG 5-L109)
2.5m STONE DUST PATH(REFER TO DWG 5-L109)
3.0m ASPHALT PATH(REFER TO DWG 5-L109)
1.5m STONE DUST 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
5 ISSUED FOR CCN-10 17.04.05
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.
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 5OVERALL PLANTING PLAN
5-L104 7
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
5 ISSUED FOR CCN-10 17.04.05
6 DRAFT REVISION TO EXISTING GROUP 6 17.06.01
7 ISSUED FOR SI #63 17.08.11
C. Gaudet / I. Lalonde
W. Johnson / B. DeVries
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.
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 5PLANTING PLANCENTRAL SECTOR
5-L105 6
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
5 DRAFT REVISION TO EXISTING GROUP 6 17.06.01
6 ISSUED FOR SI #63 17.08.11
C. Gaudet / I. Lalonde
W. Johnson / B. DeVries
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.
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 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
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 / L. St-Denis / I. Lalonde
W. Johnson / B. DeVries
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
MEET AND MATCHEXISTING GRADES
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.
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
L. St-Denis
OTTAWA COMBINED SEWAGESTORAGE TUNNELContract No. 15014-2036
SITE 5GRADING PLANNORTH SECTOR
5-L107 4
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-10 17.04.05
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.
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 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
EAST SECTOR
5-L108 4
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 / L. St-Denis / I. Lalonde
W. Johnson / B. DeVries
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.
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 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
OTTAWA COMBINED SEWAGE
STORAGE TUNNEL
Contract No. 15014-2036
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
TOPSOIL TAMPED TO PREVENT
SETTLEMENT
SUBSOIL SCARIFIED PRIOR
TO PLANTING
TOPSOIL TAMPED TO PREVENT
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
REMOVE ALL NURSERY TAGS
UNDISTURBED SOIL
REMOVE ALL NURSERY TAGS
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.
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 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
OTTAWA COMBINED SEWAGE
STORAGE TUNNEL
Contract No. 15014-2036
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