key plan - caledon...2021/01/01 · 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266...
TRANSCRIPT
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SANITARY
SEWER
INVERT
SANITARY
SEWER
INVERT
EXISTING
CENTERLINE
ELEVATION
EXISTING
CENTERLINE
ELEVATION
CENTERLINE
CHAINAGE
CENTERLINE
CHAINAGE
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250
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SANITARY
SEWER
INVERT
SANITARY
SEWER
INVERT
EXISTING
CENTERLINE
ELEVATION
EXISTING
CENTERLINE
ELEVATION
CENTERLINE
CHAINAGE
CENTERLINE
CHAINAGE
319.0m-250mm PVC SAN. @ 0.30% 286.2m-375mm PVC SAN. @ 0.30% 149.0m-525mm CONC. SAN. @ 0.30% 198.9m-525mm CONC. SAN. @ 0.30%
75.4m-250mm
PVC SAN. @ 0.30%
189.0m-250mm PVC SAN. @ 0.30%
262.00
262.00
262.00
262.00
262.00
262.00
262.00
262.00
262.00
262.05
262.13
262.21
262.29
262.38
262.46
262.58
262.74
262.89
263.09
263.34
263.54
263.67
263.98
264.00
264.27
264.55
264.68
264.85
265.01
265.09
265.22
265.36
265.49
265.65
265.81
265.97
266.47
266.50
266.50
266.50
266.50
266.50
266.49
266.49
266.49
266.49
266.49
266.49
266.47
266.01
265.93
265.84
265.75
265.67
265.58
265.50
265.50
265.50
265.50
0+
120
0+
140
0+
160
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820
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840
0+
860
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880
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0+
920
0+
940
0+
960
0+
980
1+
000
1+
020
1+
040
1+
060
1+
080
1+
100
1+
120
1+
140
1+
160
1+
180
1+
200
1+
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1+
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260
1+
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SANITARY
SEWER
INVERT
SANITARY
SEWER
INVERT
EXISTING
CENTERLINE
ELEVATION
EXISTING
CENTERLINE
ELEVATION
CENTERLINE
CHAINAGE
CENTERLINE
CHAINAGE
198.9m-525mm
CONC. SAN. @ 0.30%
565.0m-600mm CONC. SAN. @ 0.30% 685.0m-675mm CONC. SAN. @ 0.30%
265.50
265.12
264.67
264.35
264.15
263.95
263.71
263.46
263.17
262.88
262.59
262.30
262.00
261.53
261.05
260.58
260.11
259.92
259.75
259.59
259.43
259.27
259.11
258.87
258.48
258.09
257.77
257.49
257.22
257.00
256.99
257.54
258.02
258.07
258.13
258.19
258.25
258.23
258.18
258.13
258.08
258.03
257.81
257.38
257.01
256.95
256.88
256.82
256.76
256.70
256.73
256.79
256.84
256.89
256.94
257.21
257.70
257.91
257.92
1+
320
1+
340
1+
360
1+
380
1+
400
1+
420
1+
440
1+
460
1+
480
1+
500
1+
520
1+
540
1+
560
1+
580
1+
600
1+
620
1+
640
1+
660
1+
680
1+
700
1+
720
1+
740
1+
760
1+
780
1+
800
1+
820
1+
840
1+
860
1+
880
1+
900
1+
920
1+
940
1+
960
1+
980
2+
000
2+
020
2+
040
2+
060
2+
080
2+
100
2+
120
2+
140
2+
160
2+
180
2+
200
2+
220
2+
240
2+
260
2+
280
2+
300
2+
320
2+
340
2+
360
2+
380
2+
400
2+
420
2+
440
2+
460
2+
480
685.0m-675mm
CONC. SAN. @ 0.30%
655.0m-675mm CONC. SAN. @ 0.30% 690.0m-750mm CONC. SAN. @ 0.30%
257.94
257.95
257.96
257.97
257.98
258.09
258.84
259.01
259.05
259.10
259.14
259.19
259.20
259.16
259.11
259.07
259.02
258.50
258.11
258.09
258.07
258.05
257.94
257.64
257.35
257.05
257.02
257.01
257.00
257.00
256.99
256.79
256.35
255.91
255.48
255.04
254.34
253.83
253.48
253.17
253.00
253.98
254.38
254.79
255.08
255.52
255.67
255.52
255.62
255.46
255.00
254.50
253.66
253.54
254.13
254.20
254.10
254.08
253.84
2+
520
2+
540
2+
560
2+
580
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600
2+
620
2+
640
2+
660
2+
680
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700
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720
2+
740
2+
760
2+
780
2+
800
2+
820
2+
840
2+
860
2+
880
2+
900
2+
920
2+
940
2+
960
2+
980
3+
000
3+
020
3+
040
3+
060
3+
080
3+
100
3+
120
3+
140
3+
160
3+
180
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200
3+
220
3+
240
3+
260
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280
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340
3+
360
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3+
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3+
420
3+
440
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460
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3+
520
3+
540
3+
560
3+
580
3+
600
3+
620
3+
640
3+
660
3+
680
SAN
. M
H3A
DIA=
1500m
m
(O
PSD
701.011)
SAN
. M
H4A
DIA=
1200m
m
(O
PSD
701.010)
SAN
. M
H2A
DIA=
1500m
m
(O
PSD
701.011)
SAN
. M
H1C
DIA=
1500m
m
(O
PSD
701.011)
SAN
. M
H1B
DIA=
1500m
m
(O
PSD
701.011)
SAN
. M
H1A
DIA=
1200m
m
(O
PSD
701.010)
SAN
. M
H5A
DIA=
1800m
m
(O
PSD
701.012)
SAN
. M
HA
DIA=
1500m
m
(O
PSD
701.011)
SAN
. M
HB
DIA=
1500m
m
(O
PSD
701.011)
SAN
. M
HC
DIA=
1800m
m
(O
PSD
701.012)
NW
248.60
SE248.40
NW
246.44
NE246.15
SW
254.10
SE252.60
NW
250.90
SE250.65
SW
255.64
NE255.25
SW
254.80
NE254.70
SW
256.82
NE256.50
SW
257.15
NE257.05
SW
257.84
NE257.72
NE258.80
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
STREET 'P'
STREET 'ZC'
STREET
'X'
KIN
G ST&
HU
MBER STA RD
KING STREET
HUMBER STATION ROAD
KING
ST.
HUMBER STATION ROAD PRIVATE PROPERTY
SURVEYED BY: DATE:
DRAWN BY:
SHEET NO.
DESIGNED BY:
CHECKED BY:
DATE:
CHECKED BY:
DRAWING NO.
SCALE:
V.P.
J.D.B.
D.Z.
D.Z.
D.Z.
2020JOB NO.
15-458
T
H
E
G
O
R
E
R
O
A
D
KING STREET
Q
U
E
E
N
S
T
R
E
E
T
K
I
N
G
S
T
R
E
E
T
H
U
M
B
E
R
S
T
A
T
IO
N
R
O
A
D
DOWNTOWN
BOLTON
KEY PLAN
N.T.S.
JAN. 2021
TOWN OF CALEDON
REGIONAL MUNICIPALITY OF PEEL
MACVILLE SECONDARY PLAN
(BRES OPTION 3 LANDS)
PRELIMINARY EXTERNAL
SANITARY TRUNK PROFILE
803
V 1:200 H 1:2000
File: P:\Projects\15-458\Reports\FSR\Drawings and Figures\05 - STORM SERVICING\502_MINOR SYSTEM DRAINAGE PLAN.dwg - Revised by <DZEC> : Sat, Jan 02 2021 - 6:03pm
EXTERNAL SANITARY TRUNK PROFILE
(STA 0+100 TO 1+300)
NOTES:
1. REFER TO DRAWING 801 FOR PRELIMINARY PLANVIEW DESIGN.
1 OF 2
EXTERNAL SANITARY TRUNK PROFILE
(STA 1+300 TO 2+500)
EXTERNAL SANITARY TRUNK PROFILE
(STA 2+500 TO 3+700)