general notes: hamilton road · r=12.0. r=8.0. all ws scb's \⠀䈀伀吀䠀...
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General Notes:
Drawing Title:
Date:Scale:Drawn By:Design By:Checked By:
Project No:
Project Title:
No. Date Issued
Revisions:
219142
LEGENDLEGEND
25
London, Ontario
2020 INFRASTRUCTURE
RENEWAL PROGRAM
CONTRACT No.12
HYLA STREET & ELM STREET
1.
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
ISSUED FOR PUM11/14/19
Ian Johnston
Senior Consulting Arborist
ISA Certified Arborist # ON-0598A
ISA Tree Risk Assessment Qualification
DAVEY RESOURCE GROUP
519.476.2460
HYLA STREET
TREE PRESERVATION
PLANS
August 20191:250HCALLALL
NN
MA
JO
R S
TR
EE
T
H Y L A S T R E E T
H
A
M
I
L
T
O
N
R
O
A
D
H Y L A S T R E E T
MA
JO
R S
TR
EE
T
TR
AF
ALG
AR
S
TR
EE
T
AutoCAD SHX Text
MN 26
AutoCAD SHX Text
DWY AT REAR
AutoCAD SHX Text
WS LEAD
AutoCAD SHX Text
T/G 253.41 0+122.50
AutoCAD SHX Text
DWY AT REAR
AutoCAD SHX Text
+
AutoCAD SHX Text
-0
AutoCAD SHX Text
025
AutoCAD SHX Text
+
AutoCAD SHX Text
-0
AutoCAD SHX Text
020
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
000
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
020
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
025
AutoCAD SHX Text
45°BEND
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
000
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
020
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
040
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
060
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
080
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
100
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
120
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
140
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
160
AutoCAD SHX Text
+
AutoCAD SHX Text
-0
AutoCAD SHX Text
010
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
000
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
020
AutoCAD SHX Text
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
1.5 C/SWK
AutoCAD SHX Text
R=5.5
AutoCAD SHX Text
R=12.0
AutoCAD SHX Text
R=8.0
AutoCAD SHX Text
ALL WS SCB's (BOTH SIDES) TO BE INSTALLED 0.3m WITHIN R.O.W. UNLESS NOTED OTHERWISE.
AutoCAD SHX Text
ALL DWYs AND APRONS TO HAVE A MAX. GRADE OF 8.0% WITHIN THE ROW (TYP.)
AutoCAD SHX Text
REMOVE EXIST. CONC. CURB, INSTALL CONC. CURB OPSD 600.010
AutoCAD SHX Text
MIN. 1.5m WIDE ASPH. DWY. AT ALL EXIST. GRAVEL DWYS. SR-12.0 (TYP.)
AutoCAD SHX Text
1.5 C/SWK
AutoCAD SHX Text
WV
AutoCAD SHX Text
45°BEND
AutoCAD SHX Text
200x200 x150 'T'
AutoCAD SHX Text
200 WM
AutoCAD SHX Text
150 WM
AutoCAD SHX Text
200 WM
AutoCAD SHX Text
WV
AutoCAD SHX Text
150 DIWM
AutoCAD SHX Text
45°BENDS
AutoCAD SHX Text
INSTALL TACTILE PLATES (STS-11.06 TO 11.09 TYP.)
AutoCAD SHX Text
200 WM
AutoCAD SHX Text
200 WM
AutoCAD SHX Text
200x150 REDUCER
AutoCAD SHX Text
150 DIWM
AutoCAD SHX Text
CICB
AutoCAD SHX Text
CICB
AutoCAD SHX Text
CICB
AutoCAD SHX Text
CICB
AutoCAD SHX Text
CICBs
AutoCAD SHX Text
CICB
AutoCAD SHX Text
FH
AutoCAD SHX Text
WV
AutoCAD SHX Text
FH
AutoCAD SHX Text
FH
AutoCAD SHX Text
WV
AutoCAD SHX Text
IRON F
AutoCAD SHX Text
2400 SA205
AutoCAD SHX Text
150x100 REDUCER
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
90.0-375 ST-0.56%
AutoCAD SHX Text
12.0-300 ST-0.58%
AutoCAD SHX Text
10.0-375 ST-0.60%
AutoCAD SHX Text
42.0-300 ST-0.57%
AutoCAD SHX Text
ST101
AutoCAD SHX Text
ST102
AutoCAD SHX Text
ST104
AutoCAD SHX Text
CAP
AutoCAD SHX Text
FH
AutoCAD SHX Text
WV
AutoCAD SHX Text
T/G 253.05 0+020.0
AutoCAD SHX Text
T/G 253.07 0+022.5
AutoCAD SHX Text
T/G 253.42 0+012.0
AutoCAD SHX Text
253.14
AutoCAD SHX Text
+
AutoCAD SHX Text
T/G 253.05
AutoCAD SHX Text
250 CB LEADS (TYP.)
AutoCAD SHX Text
BH#1
AutoCAD SHX Text
BH#2
AutoCAD SHX Text
SA207
AutoCAD SHX Text
SA206
AutoCAD SHX Text
R=7.5
AutoCAD SHX Text
15.0-200 SA-1.33%
AutoCAD SHX Text
4.0-200 SA-0.58%
AutoCAD SHX Text
4.0-250 SA-0.47%
AutoCAD SHX Text
SCB LOC'N APPROX.
AutoCAD SHX Text
22.0-250 SA-1.12%
AutoCAD SHX Text
CAP
AutoCAD SHX Text
MB
AutoCAD SHX Text
MB
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
GRAV
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
RIM=253.360
AutoCAD SHX Text
RIM=253.358
AutoCAD SHX Text
RIM=253.441
AutoCAD SHX Text
RIM=253.588
AutoCAD SHX Text
HPLS
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
CUT
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FH
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
GV
AutoCAD SHX Text
GV
AutoCAD SHX Text
CUT
AutoCAD SHX Text
STOP
AutoCAD SHX Text
CUT
AutoCAD SHX Text
HP/LS
AutoCAD SHX Text
CUT
AutoCAD SHX Text
GMR
AutoCAD SHX Text
GMR
AutoCAD SHX Text
GP
AutoCAD SHX Text
HMR
AutoCAD SHX Text
WV
AutoCAD SHX Text
HMR
AutoCAD SHX Text
HPLS
AutoCAD SHX Text
CUT
AutoCAD SHX Text
CUT
AutoCAD SHX Text
CUT
AutoCAD SHX Text
CUT
AutoCAD SHX Text
700 DIA
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
GND
AutoCAD SHX Text
RIM=253.09
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
RIM=253.16
AutoCAD SHX Text
1K2
AutoCAD SHX Text
RIM=253.00
AutoCAD SHX Text
1K3
AutoCAD SHX Text
RIM=252.95
AutoCAD SHX Text
CB
AutoCAD SHX Text
RIM=253.03
AutoCAD SHX Text
VH243
AutoCAD SHX Text
RIM=253.20
AutoCAD SHX Text
VH334
AutoCAD SHX Text
RIM=253.57
AutoCAD SHX Text
CC
AutoCAD SHX Text
CC
AutoCAD SHX Text
IB
AutoCAD SHX Text
CC
AutoCAD SHX Text
SIB
AutoCAD SHX Text
PB
AutoCAD SHX Text
PB
AutoCAD SHX Text
BTUC
AutoCAD SHX Text
BTUC
AutoCAD SHX Text
250 WM
AutoCAD SHX Text
450 PVC STM
AutoCAD SHX Text
250 STM
AutoCAD SHX Text
200 SAN-0.75%%%
AutoCAD SHX Text
300 SAN
AutoCAD SHX Text
GRAV
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
OHW
AutoCAD SHX Text
OHW
AutoCAD SHX Text
CONC S/W
AutoCAD SHX Text
CONC S/W
AutoCAD SHX Text
CONC S/W
AutoCAD SHX Text
C&G
AutoCAD SHX Text
C&G
AutoCAD SHX Text
PAINTED LINES
AutoCAD SHX Text
PAINTED LINES
AutoCAD SHX Text
PAINTED LINES
AutoCAD SHX Text
BD F
AutoCAD SHX Text
CLF
AutoCAD SHX Text
GATE
AutoCAD SHX Text
CLF
AutoCAD SHX Text
MUN 722
AutoCAD SHX Text
MUN 708
AutoCAD SHX Text
MUN 706
AutoCAD SHX Text
MUN 711
AutoCAD SHX Text
MUN 709
AutoCAD SHX Text
WV
AutoCAD SHX Text
CC
AutoCAD SHX Text
STOP
AutoCAD SHX Text
HP/SL
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GRAV
AutoCAD SHX Text
FH
AutoCAD SHX Text
WV
AutoCAD SHX Text
HP/SL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
IB
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CC
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
FLAG
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
GRAV
AutoCAD SHX Text
CC
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
GRAV
AutoCAD SHX Text
SIB
AutoCAD SHX Text
GRAV
AutoCAD SHX Text
FLAG
AutoCAD SHX Text
IB
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GRAV
AutoCAD SHX Text
IB
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
GRAV
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GRAV
AutoCAD SHX Text
MB
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
IB
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
HP/SL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
IB
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GRAV
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
IB
AutoCAD SHX Text
HP/SL
AutoCAD SHX Text
HP/SL
AutoCAD SHX Text
GRAV
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
SIB
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
WOOD CURB
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
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
VH336
AutoCAD SHX Text
1K48
AutoCAD SHX Text
VH335
AutoCAD SHX Text
91.4-200 SA (COMBINED)
AutoCAD SHX Text
346.0-1500 SA
AutoCAD SHX Text
67.6-250 SA
AutoCAD SHX Text
346.0-1500 SA
AutoCAD SHX Text
77.3- 250 SA
AutoCAD SHX Text
BD F
AutoCAD SHX Text
BD F
AutoCAD SHX Text
BD F
AutoCAD SHX Text
CLF
AutoCAD SHX Text
PWF
AutoCAD SHX Text
BK. R.W.
AutoCAD SHX Text
BK. R.W.
AutoCAD SHX Text
WD. R.W.
AutoCAD SHX Text
STN. 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
BK. R.W.
AutoCAD SHX Text
BK. R.W.
AutoCAD SHX Text
BK. R.W.
AutoCAD SHX Text
WD. R.W.
AutoCAD SHX Text
PCH
AutoCAD SHX Text
PCH
AutoCAD SHX Text
PCH
AutoCAD SHX Text
PCH
AutoCAD SHX Text
30 GM
AutoCAD SHX Text
30 GM
AutoCAD SHX Text
30 GM
AutoCAD SHX Text
30 GM
AutoCAD SHX Text
30 GM
AutoCAD SHX Text
30 GM
AutoCAD SHX Text
150 CI WM
AutoCAD SHX Text
150 CI WM
AutoCAD SHX Text
100 CI WM
AutoCAD SHX Text
150 CI WM
AutoCAD SHX Text
BT/TVUC
AutoCAD SHX Text
BT/TVUC
AutoCAD SHX Text
BT/TVUC
AutoCAD SHX Text
MN 722
AutoCAD SHX Text
MN 15
AutoCAD SHX Text
MN 12
AutoCAD SHX Text
MN 18
AutoCAD SHX Text
MN 20
AutoCAD SHX Text
MN 22
AutoCAD SHX Text
MN 24
AutoCAD SHX Text
MN 28
AutoCAD SHX Text
MN 30
AutoCAD SHX Text
MN 32
AutoCAD SHX Text
MN 41
AutoCAD SHX Text
MN 39
AutoCAD SHX Text
MN 37
AutoCAD SHX Text
MN 31
AutoCAD SHX Text
MN 29
AutoCAD SHX Text
MN 27
AutoCAD SHX Text
MN 23
AutoCAD SHX Text
MN 21
AutoCAD SHX Text
MN 19
AutoCAD SHX Text
TPED
AutoCAD SHX Text
BPED
AutoCAD SHX Text
TPED
AutoCAD SHX Text
BPED
AutoCAD SHX Text
TPED
AutoCAD SHX Text
BPED
AutoCAD SHX Text
BPED
AutoCAD SHX Text
TPED
AutoCAD SHX Text
BPED
AutoCAD SHX Text
30 GM
AutoCAD SHX Text
BT/TVUC
AutoCAD SHX Text
67.6-250 SA
AutoCAD SHX Text
DWY AT REAR
AutoCAD SHX Text
WS OFF HAMILTON ROAD
AutoCAD SHX Text
WS LEAD
AutoCAD SHX Text
WS LEAD
AutoCAD SHX Text
WS LEAD
AutoCAD SHX Text
WS LEAD
AutoCAD SHX Text
WS LEAD
AutoCAD SHX Text
WS LEAD
AutoCAD SHX Text
WS LEAD
AutoCAD SHX Text
WS COPP
AutoCAD SHX Text
WS COPP
AutoCAD SHX Text
WS COPP
AutoCAD SHX Text
MN 17
AutoCAD SHX Text
WS COPP
AutoCAD SHX Text
250 STM
AutoCAD SHX Text
250 STM
AutoCAD SHX Text
150 STM
AutoCAD SHX Text
PVC
AutoCAD SHX Text
(LINED)
AutoCAD SHX Text
(PVC)
AutoCAD SHX Text
ACTIVE
AutoCAD SHX Text
ACTIVE
AutoCAD SHX Text
WS LEAD
AutoCAD SHX Text
WS LEAD
AutoCAD SHX Text
INV 250.49
AutoCAD SHX Text
GAS
AutoCAD SHX Text
GAS
AutoCAD SHX Text
MAPLE VILLAGE
AutoCAD SHX Text
FISH MARKET
AutoCAD SHX Text
200 STM PDC OFF HAMILTON ROAD
AutoCAD SHX Text
OHW
AutoCAD SHX Text
GRDN
AutoCAD SHX Text
GND
AutoCAD SHX Text
GND
AutoCAD SHX Text
GND
AutoCAD SHX Text
GND
AutoCAD SHX Text
GND
AutoCAD SHX Text
GND
AutoCAD SHX Text
GRDN
AutoCAD SHX Text
GND
AutoCAD SHX Text
GND
AutoCAD SHX Text
GND
AutoCAD SHX Text
GND
AutoCAD SHX Text
GND
AutoCAD SHX Text
REMOVE EXIST. CONC. CURB, INSTALL CONC. CURB OPSD 600.010
AutoCAD SHX Text
T/G 251.85 0+294.5
AutoCAD SHX Text
45°BENDS
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
160
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
180
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
200
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
220
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
240
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
260
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
280
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
300
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
315
AutoCAD SHX Text
010
AutoCAD SHX Text
000
AutoCAD SHX Text
0
AutoCAD SHX Text
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
1.5 C/SWK
AutoCAD SHX Text
1.5 C/SWK
AutoCAD SHX Text
R=8.0
AutoCAD SHX Text
R=7.5
AutoCAD SHX Text
R=9.0
AutoCAD SHX Text
ALL WS SCB's (BOTH SIDES) TO BE INSTALLED 0.3m WITHIN R.O.W. UNLESS NOTED OTHERWISE.
AutoCAD SHX Text
ALL DWYs AND APRONS TO HAVE A MAX. GRADE OF 8.0% WITHIN THE ROW (TYP.)
AutoCAD SHX Text
200x200 x150 'T'
AutoCAD SHX Text
150 WM
AutoCAD SHX Text
200 WM
AutoCAD SHX Text
WV
AutoCAD SHX Text
150 DIWM
AutoCAD SHX Text
45°BENDS
AutoCAD SHX Text
INSTALL TACTILE PLATES (STS-11.06 TO 11.09 TYP.)
AutoCAD SHX Text
200 WM
AutoCAD SHX Text
200 WM
AutoCAD SHX Text
200x150 REDUCER
AutoCAD SHX Text
CICB
AutoCAD SHX Text
CICB
AutoCAD SHX Text
CICB
AutoCAD SHX Text
CICB
AutoCAD SHX Text
FH
AutoCAD SHX Text
FH
AutoCAD SHX Text
WV
AutoCAD SHX Text
2400 SA205
AutoCAD SHX Text
150x100 REDUCER
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
90.0-375 ST-0.70%
AutoCAD SHX Text
59.0-375 ST-1.56%
AutoCAD SHX Text
ST103
AutoCAD SHX Text
FH
AutoCAD SHX Text
WV
AutoCAD SHX Text
T/G 253.36 0+181.6
AutoCAD SHX Text
T/G 253.36 0+183.5
AutoCAD SHX Text
T/G 251.85 0+294.5
AutoCAD SHX Text
250 CB LEADS (TYP.)
AutoCAD SHX Text
BH#3
AutoCAD SHX Text
ST103A
AutoCAD SHX Text
CICB
AutoCAD SHX Text
SA206
AutoCAD SHX Text
SCB LOC'N APPROX.
AutoCAD SHX Text
2.0-375 ST
AutoCAD SHX Text
0.60 Dia
AutoCAD SHX Text
CB
AutoCAD SHX Text
RIM=251.970
AutoCAD SHX Text
RIM=251.992
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
RIM=253.344
AutoCAD SHX Text
RIM=253.417
AutoCAD SHX Text
RIM=253.481
AutoCAD SHX Text
RIM=251.872
AutoCAD SHX Text
RIM=251.885
AutoCAD SHX Text
INV=249.61
AutoCAD SHX Text
RIM=251.799
AutoCAD SHX Text
RIM=251.907
AutoCAD SHX Text
RIM=251.880
AutoCAD SHX Text
RIM=253.251
AutoCAD SHX Text
RIM=253.588
AutoCAD SHX Text
WV
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
0.20 Dia
AutoCAD SHX Text
CC
AutoCAD SHX Text
STOP
AutoCAD SHX Text
HP/SL
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC
AutoCAD SHX Text
HP/SL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
IB
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
GRAV
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
HP/SL
AutoCAD SHX Text
SIB
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GRAV
AutoCAD SHX Text
FH
AutoCAD SHX Text
WV
AutoCAD SHX Text
HP/SL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
IB
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CO
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
IB
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
GND
AutoCAD SHX Text
GND
AutoCAD SHX Text
CONC
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
BOLLARD
AutoCAD SHX Text
BOLLARD
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
GRAV
AutoCAD SHX Text
CONC
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
HP/SL
AutoCAD SHX Text
WV
AutoCAD SHX Text
CONC
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
WV
AutoCAD SHX Text
HP/SL
AutoCAD SHX Text
SIB
AutoCAD SHX Text
CONC
AutoCAD SHX Text
HP/SL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
STOP
AutoCAD SHX Text
CICB
AutoCAD SHX Text
CICB
AutoCAD SHX Text
GATE
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GATE
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
HP/SL
AutoCAD SHX Text
FH
AutoCAD SHX Text
CICB
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
WV
AutoCAD SHX Text
HP/SL
AutoCAD SHX Text
CONC CURB
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC CURB
AutoCAD SHX Text
CONC CURB
AutoCAD SHX Text
CONC CURB
AutoCAD SHX Text
CONC
AutoCAD SHX Text
BRICK PILLAR FENCE
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CONC
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VH375
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VH164
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VH370
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VH337
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VH336
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2K618
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2K617
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1K47
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18.7-1350 ST
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103.5-525 ST
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104.9-1500 SA
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9.1-600 SA
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346.0-1500 SA
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346.0-1500 SA
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69.8-200 SA
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69.7-250 SA
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90.0-250 SA
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91.4-200 SA (COMBINED)
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BD F
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BD F
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BD F
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CLF
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CLF
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CLF
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BD F
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CLF
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BD F
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CLF
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WD. R.W.
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WD. R.W.
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CON. R.W.
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WD. R.W.
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BK. R.W.
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PCH
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PCH
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PCH
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PCH
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PCH
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PCH
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PCH
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PCH
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PCH
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CONC
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CONC
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CONC
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200 GM
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50 GM
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30 GM
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30 GM
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30 GM
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30 GM
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30 GM
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30 GM
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30 GM
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100 CI WM
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150 CI WM
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150 CI WM
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150 CI WM
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300 PVC WM
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BT/TVUC
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BT/TVUC
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BT/TVUC
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BT/TVUC
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BT/TVUC
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MN 1118
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MN 1122
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MN 1120
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MN 2
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MN 54
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MN 56
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MN 58
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MN 60
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MN 62
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MN 64
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MN 66
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MN 1127
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MN 1125
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MN 71
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MN 69
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MN 67
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MN 65
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MN 55
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MN 53
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MN 49
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MN 47
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MN 43
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MN 41
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TPED
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BPED
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TPED
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BPED
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TPED
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BPED
AutoCAD SHX Text
TPED
AutoCAD SHX Text
BPED
AutoCAD SHX Text
TPED
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BPED
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TPED
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BPED
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19.8-600 SA
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TPED
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BPED
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BD F
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BD F
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BD F
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18.0-375 ST-1.56%
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150 PVC WM
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300 PVC WM
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375
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DROP
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(2002)
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(2002)
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DI
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WM
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138.6-1350 ST-0.36%%%
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CROSS WALK
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BENCH
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TACTILE PLATES
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TACTILE PLATES
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MUTUAL DWY, MN#s 1107, 1109, 1111, 1117, 1119, 1121 & 1123 TRAFALGAR STREET
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WS OFF MAJOR STREET
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WS LEAD
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WS LEAD
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WS LEAD
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WS LEAD
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WS LEAD
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WS LEAD
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WS LEAD
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WS LEAD
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WS LEAD
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WS LEAD
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WS COPP
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WS COPP
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WS COPP
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WS/SAPDC OFF TRAFALGAR STREET
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1350 ST
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BT/TVUC
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50 GM
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200 GM
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30 GM
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30 GM
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BT/TVUC
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200 PVCWM
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OHW
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GRDN
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GND
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GND
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GND
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GND
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GND
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GND
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GND
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GND
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GND
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GND
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GND
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GND
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GND
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GRDN
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GRDN
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GND
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GND
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GND
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GND
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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.
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EXISTING DECIDUOUS TREE TO BE RETAINED
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TREE PROTECTION FENCE SEE SPECS. ON TP.2 & DETAIL 1 & ON TP.3
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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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O
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A
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R
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T
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H
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U
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R
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N
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T
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A
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L
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E
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O
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N
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L
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I
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E
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R
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M
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A
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N
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M
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E
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M
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B
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E
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R
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R
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I
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O
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A
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S
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S
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O
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C
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I
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A
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T
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I
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O
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N
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O
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F
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L
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A
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N
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D
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S
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C
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A
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P
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E
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A
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R
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C
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H
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I
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T
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E
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C
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T
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S
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EXISTING HEDGE TO BE RETAINED
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EXISTING TREE STUMP TO BE REMOVED
2
3
4
5
89
1
6
7
D E
E
TP.2
F
General Notes:
Drawing Title:
Date:Scale:Drawn By:Design By:Checked By:
Project No:
Project Title:
No. Date Issued
Revisions:
219142
LEGENDLEGEND
25
London, Ontario
2020 INFRASTRUCTURE
RENEWAL PROGRAM
CONTRACT No.12
HYLA STREET & ELM STREET
1.
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
ISSUED FOR PUM11/14/19
Ian Johnston
Senior Consulting Arborist
ISA Certified Arborist # ON-0598A
ISA Tree Risk Assessment Qualification
DAVEY RESOURCE GROUP
519.476.2460
ELM STREET
TREE PRESERVATION
PLANS &
SPECIFICATIONS
August 20191:250HCALLALL
N
N
E L M S T R E E T
E L M S T R E E T
H
A
M
I
L
T
O
N
R
O
A
D
TR
AF
ALG
AR
S
TR
EE
T
·
·
·
·
·
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T/G 252.38 0+080.0
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+
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-0
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025
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+
AutoCAD SHX Text
-0
AutoCAD SHX Text
020
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+
AutoCAD SHX Text
0
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000
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+
AutoCAD SHX Text
0
AutoCAD SHX Text
020
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
025
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FH
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+
AutoCAD SHX Text
0
AutoCAD SHX Text
000
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+
AutoCAD SHX Text
0
AutoCAD SHX Text
020
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
040
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
060
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
080
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
100
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
120
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
140
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ALL WS SCB's (BOTH SIDES) TO BE INSTALLED 0.3m WITHIN R.O.W. UNLESS NOTED OTHERWISE
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REMOVE EXIST. CONC. CURB, INSTALL CONC. CURB OPSD 600.010
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ALL DWYs AND APRONS TO HAVE A MAX. GRADE OF 8.0% WITHIN THE ROW (TYP.)
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1.5 C/SWK
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1.50 C/SWK
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R=5.0
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R=12.0
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MIN. 1.5m WIDE ASPH. DWY. AT ALL EXIST. GRAVEL DWYS. SR-12.0 (TYP.)
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MIN. 1.5m WIDE ASPH. DWY. AT ALL EXIST. GRAVEL DWYS. SR-12.0 (TYP.)
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INSTALL TACTILE PLATES (STS-11.01 TO 11.09 TYP.)
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CICB
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CICB
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45°BEND
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WV
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45°BEND
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150 DIWM
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WV
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150 WM
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150 WM
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2.00%
AutoCAD SHX Text
1.00%
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
1.00%
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99.0-375 ST-0.42%
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70.0-200 SA-0.67%
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93.5-450 ST-1.16%
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SA203
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SA204
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ST107
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ST106
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4.00%
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2.00%
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1.00%
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1.00%
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FH
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WV
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1.5 C/SWK
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T/G 252.34 0+080.0
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250 CB LEADS (TYP.)
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BH#4
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2.00%
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1.00%
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4.00%
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4.00%
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1.00%
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1.00%
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1.00%
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2.00%
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1.00%
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252.64
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+
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T/G 252.71 0+014.0
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+
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252.77
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+
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252.72
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+
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252.83
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PLUG CB LEAD
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FILL WITH GROUT
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+
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252.51
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1.86%
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0.50%
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0.50%
AutoCAD SHX Text
T/G 252.47 0+040.0
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0.50%
AutoCAD SHX Text
0.78%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
252.57
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+
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252.49
AutoCAD SHX Text
+
AutoCAD SHX Text
252.52
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+
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1.5 C/SWK
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1.5 C/SWK
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CICB
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CICB
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CAP
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1.00%
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2.00%
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1.53
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PROP. 0.90 GRASS BLVD.
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PROP. 0.90 GRASS BLVD. 8% MAX SLOPE (TYP.)
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REMOVE CONC. SWK ON EAST SIDE STA. 0+005 TO STA. 0+044 AS PER CONTRACT ADMINISTRATOR
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BPED
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BPED
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CUT
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GV
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SHRUBS
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RIM=252.89
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VH244
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BTUC
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250 WM
AutoCAD SHX Text
ASPH
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CONC S/W
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C&G
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CONC
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ASPH
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ASPH
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ASPH
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CC
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HP/SL
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CC
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ASPH
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ASPH
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ASPH
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ASPH
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CONC
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HP/SL
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0.40 Dia
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ASPH
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ASPH
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ASPH
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CONC
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WV
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FLAG
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ASPH
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0.20 Dia
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CONC
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CONC
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HP/SL/BD
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ASPH
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GRAV
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0.70 Dia
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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 29
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MN 18
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BK. R.W.
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BK. R.W.
AutoCAD SHX Text
WD. R.W.
AutoCAD SHX Text
CONC CURB
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CLF
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CLF
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CLF
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CLF
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SPLIT RAIL FENCE
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25 GM
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25 GM
AutoCAD SHX Text
25 GM
AutoCAD SHX Text
BT/TVUC
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BT/TVUC
AutoCAD SHX Text
BT/TVUC
AutoCAD SHX Text
LHUC
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150 CI WM
AutoCAD SHX Text
150 CI WM
AutoCAD SHX Text
81.2-200 SA
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WV
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FH
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STOP
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HPLS
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HPLS
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STOPBAR
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CUT
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CUT
AutoCAD SHX Text
RIM=252.58
AutoCAD SHX Text
VH455
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HPLS
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STOP
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HPLS
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CUT
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BPED
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BPED
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M
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GMR
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WINDOW WELL
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WINDOW WELL
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WINDOW WELL
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P
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CUT
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BELL
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CUT
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CUT
AutoCAD SHX Text
GV
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TL LS
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HPK
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HPK
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STOP
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RIM=252.82
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SAMH
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SHRUBS
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P FLAG
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P FLAG
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P FLAG
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P FLAG
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P
AutoCAD SHX Text
P
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CUT
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HP LS
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CUT
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CUT
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CUT
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4 METAL STEPS
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BPED
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CUT
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GV
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SIGN
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BD F
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CLF
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PAINTED LINES
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PAINTED LINES
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PAINTED LINES
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C&G
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C&G
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C&G
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CONC S/W
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OHW
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ASPH
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GRAV
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GRAV
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CONC S/W
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CONC S/W
AutoCAD SHX Text
200 SAN
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250 WM
AutoCAD SHX Text
GV
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GV
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
RIM=252.43
AutoCAD SHX Text
2K33
AutoCAD SHX Text
RIM=252.78
AutoCAD SHX Text
CBMH
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RIM=252.79
AutoCAD SHX Text
CB
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RIM=252.64
AutoCAD SHX Text
VH175
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RIM=252.89
AutoCAD SHX Text
VH244
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RIM=252.26
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VH176
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BTUC
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BTUC
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BTUC
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BTUC
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BTUC
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MUN 672
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MUN 10
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MUN 677
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MUN 681
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MUN 685
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IB
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CC
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CC
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SIB
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CC
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PB
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250 WM
AutoCAD SHX Text
200 SAN
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200 SAN
AutoCAD SHX Text
25 GM
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FENCE
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BPED
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TPED
AutoCAD SHX Text
BPED
AutoCAD SHX Text
TPED
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BPED
AutoCAD SHX Text
50 WS / SAPDC OFF HAMILTON ROAD
AutoCAD SHX Text
WS OFF HAMILTON ROAD
AutoCAD SHX Text
WS COPP
AutoCAD SHX Text
WS LEAD
AutoCAD SHX Text
WS COPP
AutoCAD SHX Text
WS LEAD
AutoCAD SHX Text
WS LEAD
AutoCAD SHX Text
WS LEAD
AutoCAD SHX Text
MUN 672
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
ASPH
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PARKING LOT
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ASPH
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PARKING LOT
AutoCAD SHX Text
ASPH
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PARKING LOT
AutoCAD SHX Text
200 SA
AutoCAD SHX Text
SIGNALIZED PED. X-ING
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STOPBAR
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STOPBAR
AutoCAD SHX Text
SIGNALIZED PED. X-ING
AutoCAD SHX Text
BTUC
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TL
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J.B.
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J.B.
AutoCAD SHX Text
ALUM FENCE
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ALUM FENCE
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GATE
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ASPH
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ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC
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CONC
AutoCAD SHX Text
BTUC
AutoCAD SHX Text
18.2-1.36%%%-200 SA
AutoCAD SHX Text
SAN SEWAGE LIFT
AutoCAD SHX Text
22.9-300 STM
AutoCAD SHX Text
INV EL 249.88
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CAP
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(ABSORPTION PIPE)
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150 SAN-1.20%%%
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200 STM-1.20%%%
AutoCAD SHX Text
INV EL 251.57
AutoCAD SHX Text
INV EL 251.57
AutoCAD SHX Text
HOLY CROSS SANTA CRUZ CHURCH
AutoCAD SHX Text
HOLY CROSS CATHOLIC SCHOOL (CLOSED)
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HOLY CROSS PARKING LOT
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FUTURE STM PDC OFF HAMILTON ROAD
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SAN PDCs (ABANDONED)
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SHRUBS
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(MN 10 ALL INTERNAL SAN FACILITIES)
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200 ST
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11.5-
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200 SA
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EX. 50 W.S.
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GDN
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GDN
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GDN
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+
AutoCAD SHX Text
0
AutoCAD SHX Text
140
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
160
AutoCAD SHX Text
+
AutoCAD SHX Text
0
AutoCAD SHX Text
180
AutoCAD SHX Text
+
AutoCAD SHX Text
0
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200
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ALL DWYs AND APRONS TO HAVE A MAX. GRADE OF 8.0% WITHIN THE ROW (TYP.)
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REMOVE EXIST. CONC. CURB, INSTALL CONC. CURB OPSD 600.010
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ALL WS SCB's (BOTH SIDES) TO BE INSTALLED 0.3m WITHIN R.O.W. UNLESS NOTED OTHERWISE
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MIN. 1.5m WIDE ASPH. DWY. AT ALL EXIST. GRAVEL DWYS. SR-12.0 (TYP.)
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INSTALL TACTILE PLATES (STS-11.06 TO 11.09 TYP.)
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200 GM
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200 GM
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MN 1086
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DROP
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PARKING LOT
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(LINED 2008)
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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.
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EXISTING DECIDUOUS TREE TO BE RETAINED
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TREE PROTECTION FENCE SEE SPECS. ON TP.2 & DETAIL 1 & ON TP.3
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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 (i.e. all trees 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 branches, trunks, and 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 100mm (4in.) min. 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 (2in.x4in.x8ft. min.) Where the potential exists for damage to tree trunks, a layer of (2in.x4in.x8ft. min.) 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 certified 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 will be installed under the supervision of a certified arborist Tree Protection Fencing will be installed under the supervision of a certified arborist and maintained for the duration of the construction project (see Tree Protection Fence Detail TTF.1). If the Tree Protection Fencing is required to be removed for sidewalk or curb installation, it shall be replaced by the contractor immediately before commencing further works. When the Tree Protection Zone contains turf grass, a one metre wide opening shall be made in the backside (adjacent to the public sidewalk or the private properties) of the Tree Protection Fence, to allow the adjacent residents access with a mower to cut the grass. 7. No movement of equipment, construction activity, grade changes, surface treatment, 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 excavation, 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 non-invasive 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 storm services and 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 retained, work will 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 trees to be retained. Avoid running above ground and underground utility services near trees to be retained. If unavoidable, utilize trenchless methods to install services below tree roots. 13. In situations where tree roots will dry out due to the open face of soil that results, In situations where tree roots will dry out due to the open face of soil that results, when a curb is removed, a Plywood Boulevard Soil Retainer must be installed to assist in retaining moisture within the soil (see Plywood Boulevard Soil Retainer Detail PSR.3). Install it immediately following the removal of existing curbs. Leave the Plywood Boulevard Soil Retainer in place until immediately before the installation of the new curbing. 14. All excavated areas adjacent to trees to be retained will be adequately backfilled with All excavated areas adjacent to trees to be retained will be adequately backfilled with a native soil substrate layer and a topsoil top layer, and then gently compacted, just to eliminate air pockets. Original grades and conditions are to be replicated as much as possible. 15. Final site grading will ensure that surface water is discharged from the site and the Final site grading will ensure that surface water is discharged from the site and the existing soil moisture conditions are maintained. 16. Trenchless methods to be used when sanitary and storm PDCs and water services 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. 17. Minimal root pruning to be carried out to allow access, by construction workers, into Minimal root pruning to be carried out to allow access, by construction workers, into the excavations to carry out their work. 18. Curb stops within 3 m of tree trunks are to be moved to a different location, to Curb stops within 3 m of tree trunks are to be moved to a different location, to avoid major damage to tree roots and possible loss of the tree. 19. Reusing the existing base material of the existing sidewalk should be a priority in Reusing the existing base material of the existing sidewalk should be a priority in order to avoid/minimize damage to roots. 20. A strategy to minimize root damage during sidewalk installation is the use of an A strategy to minimize root damage during sidewalk installation is the use of an alternative sidewalk construction method. See Section B. Sidewalk Construction Requirements. 21. Exhaust from running vehicles, which is directed at living trees to be retained, is Exhaust from running vehicles, which is directed at living trees to be retained, is prohibited. B. SIDEWALK CONSTRUCTION REQUIREMENTS 1. Sidewalk installation within the Critical Root Zone (CRZ) of trees may result in 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 conventional 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 root fertilizing 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 retained. This may 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 other barriers will 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 that all mitigation A final review must be undertaken by a certified arborist to ensure that all mitigation measures as described above have been met.
TP.3
General Notes:
Drawing Title:
Date:Scale:Drawn By:Design By:Checked By:
Project No:
Project Title:
No. Date Issued
Revisions:
219142
LEGENDLEGEND
25
London, Ontario
2020 INFRASTRUCTURE
RENEWAL PROGRAM
CONTRACT No.12
HYLA STREET & ELM STREET
1.
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
ISSUED FOR PUM11/14/19
Ian Johnston
Senior Consulting Arborist
ISA Certified Arborist # ON-0598A
ISA Tree Risk Assessment Qualification
DAVEY RESOURCE GROUP
519.476.2460
DETAILS, CODES & TREE
INVENTORY &
ASSESSMENT CHARTS
August 2019n.t.s.HCALLALL
PLYWOOD SOIL RETAINER n.t.s.
ELEVATION SECTION
TREE PROTECTION FENCE n.t.s.
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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.
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EXISTING HEDGE TO BE RETAINED
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T-BAR STAKE ON BLVD. SIDE
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NOTES:
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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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2
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TP.3
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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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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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TOP VIEW
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OUTSIDE
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TOP RAIL
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WOOD SCREWS
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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.
AutoCAD SHX Text
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AutoCAD SHX Text
TP.3