³ ³ 2800 High Point Drive Suite 100 Milton, ON L9T 6P4 905-875-0026 T 905-875-4915 F www.cfcrozier.ca KEY PLAN SCALE: N.T.S. LEGEND
Transcript
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2800 High Point Drive
Suite 100
Milton, ON L9T 6P4
905-875-0026 T
905-875-4915 F
www.cfcrozier.ca
KEY PLAN
SCALE: N.T.S.
LEGEND
AutoCAD SHX Text
PIN
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I/B
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
I/B
AutoCAD SHX Text
CONCRETE CURB
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I/B
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CONCRETE CURB
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TRAFFIC ISLAND
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TRAFFIC ISLAND
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TRAFFIC ISLAND
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CONCRETE CURB
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CONCRETE CURB
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CONCRETE CURB
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CONCRETE CURB
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SIGN
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TOP OF SLOPE
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TOP OF SLOPE
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BELL BOX
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CONCRETE CURB
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CONCRETE CURB
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CHARGING STATIONS ON CONCRETE PAD
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CHARGING STATIONS ON CONCRETE PAD
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TRANSFORMER ON CONCRETE PAD
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HYDRO BOX
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TRANSFORMER ON CONCRETE PAD
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CONCRETE RETAINING WALL
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CURB CUT
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TOP OF SLOPE
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BOTTOM OF SLOPE
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CONCRETE CURB
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CONCRETE
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RETAINING
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WALL
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I/B
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I/B
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INTERLOCKING BRICK
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I/B
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TOP OF SLOPE
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CURB CUT
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I/B
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I/B
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I/B
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I/B
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I/B
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INTERLOCKING BRICK
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CONCRETE CURB
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CONCRETE CURB
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CURB CUT
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TOP OF SLOPE
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TOP OF SLOPE
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INTERLOCKING BRICK
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INTERLOCKING BRICK
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INTERLOCKING BRICK
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I/B
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I/B
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I/B
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I/B
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I/B
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I/B
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I/B
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I/B
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I/B
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I/B
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I/B
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I/B
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I/B
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I/B
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I/B
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I/B
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I/B
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I/B
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I/B
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I/B
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I/B
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I/B
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CONCRETE CURB
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CONCRETE
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RETAINING
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WALL
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CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
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CONCRETE CURB
AutoCAD SHX Text
EDGE OF ASPHALT ROAD
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CONCRETE CURB
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CONCRETE HEAD WALL
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TOP OF SLOPE
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DITCH
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ASPHALT DRIVEWAY ENTRANCE
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CONCRETE CURB
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CURB CUT
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CONCRETE CURB
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1.10%%C CULVERT
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CONCRETE CURB
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CONCRETE CURB
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CONCRETE WALKWAY
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CONCRETE
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WROUGHT IRON FENCE
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WROUGHT IRON FENCE
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CONCRETE CURB
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HUNTER ROAD
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WINDWARD DRIVE
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WINSTON ROAD
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CONCRETE WALKWAY
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CURB CUT
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CONCRETE CURB
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CONCRETE WALKWAY
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TRANSFORMER ON CONCRETE PAD
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CONCRETE CURB
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CONCRETE CURB
AutoCAD SHX Text
EDGE OF CANOPY
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EDGE OF CANOPY
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CURB CUT
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CONCRETE CURB
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CONCRETE WALKWAY
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CONCRETE CURB
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CURB CUT
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CONCRETE CURB
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CONCRETE CURB
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CONCRETE WALKWAY
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CONCRETE CURB
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CONCRETE CURB
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CONCRETE CURB
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CURB CUT
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CONCRETE CURB
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CONCRETE CURB
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CONCRETE CURB
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CONCRETE CURB
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CONCRETE CURB
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TOP OF SLOPE
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CONCRETE CURB
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CONCRETE CURB
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TOP OF SLOPE
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TOP OF SLOPE
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EDGE OF ASPHALT ROAD
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DITCH
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DITCH
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TOP OF SLOPE & EDGE OF GRAVEL
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GRAVEL
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1.10%%C CULVERT
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ASPHALT DRIVEWAY ENTRANCE
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ASPHALT DRIVEWAY ENTRANCE
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SIB(1339)
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IB(M&P)
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IB(M&P)
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CC
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SIBFD
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CC
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NLFD
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NL
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IBFD
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IBFD
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SM
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SM
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SM
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CB
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83.06
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(Top)
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CB
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83.05
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(Top)
AutoCAD SHX Text
SN
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83.47
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LS
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LS
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LS
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LS
AutoCAD SHX Text
LS
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83.21
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83.14
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LS
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MH
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82.95
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(Top)
AutoCAD SHX Text
MH
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82.99
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(Top)
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MH
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82.98
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(Top)
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CB
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82.86
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(Top)
AutoCAD SHX Text
CB
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82.84
AutoCAD SHX Text
(Top)
AutoCAD SHX Text
MH
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82.94
AutoCAD SHX Text
(Top)
AutoCAD SHX Text
CB
AutoCAD SHX Text
82.84
AutoCAD SHX Text
(Top)
AutoCAD SHX Text
LS
AutoCAD SHX Text
LS
AutoCAD SHX Text
LS
AutoCAD SHX Text
LS
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LS
AutoCAD SHX Text
LS
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LS
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LS
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LS
AutoCAD SHX Text
CB
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82.74
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(Top)
AutoCAD SHX Text
CB
AutoCAD SHX Text
82.73
AutoCAD SHX Text
(Top)
AutoCAD SHX Text
LS
AutoCAD SHX Text
HP
AutoCAD SHX Text
HP
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MH
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82.86
AutoCAD SHX Text
(Top)
AutoCAD SHX Text
LS
AutoCAD SHX Text
SN
AutoCAD SHX Text
CB
AutoCAD SHX Text
82.94
AutoCAD SHX Text
(Top)
AutoCAD SHX Text
CB
AutoCAD SHX Text
82.95
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(Top)
AutoCAD SHX Text
HP
AutoCAD SHX Text
LS
AutoCAD SHX Text
LS
AutoCAD SHX Text
LS
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LS
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83.01
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83.18
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83.37
AutoCAD SHX Text
83.23
AutoCAD SHX Text
CB
AutoCAD SHX Text
83.10
AutoCAD SHX Text
(Top)
AutoCAD SHX Text
LS
AutoCAD SHX Text
83.23
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(Bc)
AutoCAD SHX Text
83.29
AutoCAD SHX Text
(Bc)
AutoCAD SHX Text
83.47
AutoCAD SHX Text
(Bc)
AutoCAD SHX Text
83.45
AutoCAD SHX Text
(Bc)
AutoCAD SHX Text
LS
AutoCAD SHX Text
83.29
AutoCAD SHX Text
(Bc)
AutoCAD SHX Text
83.39
AutoCAD SHX Text
(Bc)
AutoCAD SHX Text
83.57
AutoCAD SHX Text
(Bc)
AutoCAD SHX Text
SN
AutoCAD SHX Text
LS
AutoCAD SHX Text
LS
AutoCAD SHX Text
LS
AutoCAD SHX Text
LS
AutoCAD SHX Text
LS
AutoCAD SHX Text
SN
AutoCAD SHX Text
83.45
AutoCAD SHX Text
(Bc)
AutoCAD SHX Text
LS
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
LS
AutoCAD SHX Text
LS
AutoCAD SHX Text
LS
AutoCAD SHX Text
LS
AutoCAD SHX Text
CB
AutoCAD SHX Text
82.99
AutoCAD SHX Text
(Top)
AutoCAD SHX Text
CB
AutoCAD SHX Text
83.01
AutoCAD SHX Text
(Top)
AutoCAD SHX Text
LS
AutoCAD SHX Text
83.11
AutoCAD SHX Text
LS
AutoCAD SHX Text
83.24
AutoCAD SHX Text
83.15
AutoCAD SHX Text
83.07
AutoCAD SHX Text
LS
AutoCAD SHX Text
83.21
AutoCAD SHX Text
83.24
AutoCAD SHX Text
83.33
AutoCAD SHX Text
83.21
AutoCAD SHX Text
83.09
AutoCAD SHX Text
83.08
AutoCAD SHX Text
MH
AutoCAD SHX Text
83.14
AutoCAD SHX Text
83.01
AutoCAD SHX Text
CBMH
AutoCAD SHX Text
82.94
AutoCAD SHX Text
(Top)
AutoCAD SHX Text
83.05
AutoCAD SHX Text
83.17
AutoCAD SHX Text
83.10
AutoCAD SHX Text
82.98
AutoCAD SHX Text
82.82
AutoCAD SHX Text
DCBMH
AutoCAD SHX Text
82.82
AutoCAD SHX Text
(Top)
AutoCAD SHX Text
82.82
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(Top)
AutoCAD SHX Text
LS
AutoCAD SHX Text
LS
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SN
AutoCAD SHX Text
LS
AutoCAD SHX Text
LS
AutoCAD SHX Text
SN
AutoCAD SHX Text
SN
AutoCAD SHX Text
LS
AutoCAD SHX Text
SN
AutoCAD SHX Text
BOL
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BOL
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83.40
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LS
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LS
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LS
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SN
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SN
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83.69
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83.59
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LS BASE
AutoCAD SHX Text
83.73
AutoCAD SHX Text
LS BASE
AutoCAD SHX Text
83.84
AutoCAD SHX Text
83.59
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LS BASE
AutoCAD SHX Text
83.61
AutoCAD SHX Text
SN
AutoCAD SHX Text
FH
AutoCAD SHX Text
WV
AutoCAD SHX Text
CB
AutoCAD SHX Text
83.01
AutoCAD SHX Text
(Top)
AutoCAD SHX Text
CB
AutoCAD SHX Text
83.02
AutoCAD SHX Text
(Top)
AutoCAD SHX Text
LS
AutoCAD SHX Text
MH
AutoCAD SHX Text
83.61
AutoCAD SHX Text
(Top)
AutoCAD SHX Text
FH
AutoCAD SHX Text
CB
AutoCAD SHX Text
82.72
AutoCAD SHX Text
(Top)
AutoCAD SHX Text
CB
AutoCAD SHX Text
82.71
AutoCAD SHX Text
(Top)
AutoCAD SHX Text
SN
AutoCAD SHX Text
MH
AutoCAD SHX Text
82.90
AutoCAD SHX Text
(Top)
AutoCAD SHX Text
MH
AutoCAD SHX Text
83.07
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(Top)
AutoCAD SHX Text
83.26
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(Top)
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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EXISTING 2 STOREY HOTEL
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EXISTING 1 STOREY
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EXISTING 8 STOREY HOTEL
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SHED
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OVERHANG
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CONCRETE CURB
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CONC.
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CONCRETE CURB
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CONCRETE RW
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ASPHALT
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PAD
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BELL
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CONCRETE CURB
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1 STOREY
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8 STOREY STUCCO BUILDING
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STUCCO
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OVERHANG
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ASPHALT DRIVEWAY
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1 STOREY
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CONCRETE CURB
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BOL'S
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CONCRETE CURB
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CONCRETE
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CURB
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2 STOREY STUCCO
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1 STOREY
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GAS
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ASPHALT DRIVEWAY
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METER
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SIGN
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ULS
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CONCRETE CURB
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METAL FENCE
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91.83
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CONCRETE CURB
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N16%%d21'15"E
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0.30
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N73%%D38'45"W
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9.87
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N28%%d09'30"W
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9.56
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N17%%d19'30"E
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51.70
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80.16
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129.87
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N62%%d09'00"E
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21.37
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N73%%D01'00"W
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N16%%D21'15"E
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72.30
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SIB
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(1339)
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SIB
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(1339)
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PB
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(IBW)
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PEDESTAL
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PB
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SIB
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(IBW)
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IB
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CONC.
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IB
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CONC.
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(1339)
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BASE
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CONC.
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BASE
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PIN
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SET SSIB
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(OU)
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(OU)
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2.01
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7.27
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(M)
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(1629)
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BASE
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129.49
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(P1&M)
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(P2&M)
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CS
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CS
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(P2&M)
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CS
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CS
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CS
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CS
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28.38
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(28.29 P3)
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(P4&S)
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CS
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(1339)
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91.51
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(P1,P2&M)
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(P4&S)
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(P4&S)
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SSIB
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(P4&S)
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IB
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(P4&S)
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(P1,P3,P4,P5&M)
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IB
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(P3&M)
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(P1&M)
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SIB
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(P1&M)
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IB
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SUBJECT TO EASEMENT AS
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(ESTABLISHED AS PUBLIC HIGHWAY BY BY-LAW No. 92-76, INSTRUMENT RO652165)
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(ROAD ALLOWANCE BETWEEN LOTS 18 & 19, CONCESSION 1)
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(KNOWN AS)
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(ROAD ALLOWANCE BETWEEN CONCESSION 1 & BROKEN FRONT CONCESSION)
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CORNER
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#4
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NORTHWEST
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28.93
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15.73
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57.55
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57.82
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24.87
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27.23
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28.21
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25.61
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28.09
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WEST FACE OF WALL ON LINE
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17.40
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15.71
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25.59
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210.04
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(C1&M)
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25.85
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25.76
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25.02
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IN INSTRUMENT NR409485
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N73%%d38'45"W
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221.00
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(P1,P2&M)
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(221.04 P3,P4,P5)
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(P1,P3,P4,P5&M)
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DRIVEWAY
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OF LOT 18
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N62%%D05'00"W 20.89
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RESULTANT TIE CALC FROM P2
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(ESTABLISHED AS PUBLIC HIGHWAY BY
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BY-LAW No. 99-56, INSTRUMENT RO757054)
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(ESTABLISHED AS PUBLIC HIGHWAY BY
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BY-LAW No. 99-56, INSTRUMENT RO757054)
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T
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T
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T
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T
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T
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L
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1
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FH
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FH
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FFE=83.27
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FFE=83.27
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PHASE LIMIT
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EX 375mm STM @ 0.30%
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M
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B
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EX STM MH N INV 81.33 E INV 81.31 W INV 81.32
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EX 90.5m-525mm SAN @ 0.21%
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EX SAN MH E INV 79.47 W INV 79.51 S INV 79.64 N INV 79.75
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EX 250mm WATERMAIN
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EX 81.9m-375mm STM @ 0.23%
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EX 96.3m-525mm SAN @ 0.18%
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EX 250mm WATERMAIN
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EX 450mm STM @ 0.30%
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EX 22.0m-450mm STM
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EX 525mm SAN @ 1.0%
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EX 59.7m-600mm STM @ 0.27%
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EX 23.0m-525mm STM
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EX STM INV 81.99 (ROOF LEADER)
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EX 375mm STM @ 0.30%
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EX STM MH E INV 81.13 W INV 81.15 N INV 81.16
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EX SAN MH W INV 79.28 E INV 79.24 N INV 79.43 S INV 79.43
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EX STM MH E INV 81.52 S INV 81.56 N INV 81.54
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M
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B
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EX SAN MH E INV 79.68
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EX 200mm SAN @ 1.0%
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BREAK INTO EX. 525mm SAN SEWER ANDCONNECT NEW 200mm SAN SERVICE CONNECTIONEX 525mm INV 79.38PR 200mm INV 79.55
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7.3m-200mm SAN @ 2.0%
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BREAK INTO TO EX. 250mm WMAND CONNECT NEW 200mm WMSERVICE CONNECTION WITH CUT IN 250x250x200 TEE
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200mm W/M
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200mm V&B
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100mm V&B
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200mm V&B
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SAN MH T/G 83.45 S INV 79.70 N INV 79.73
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SAN PLUG INV 79.76
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EMERGENCY OVERFLOW AND ACCESS HATCH. LID PER OPSD 401.010 'TYPE B' BOLTED
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200mm W/M
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200mm V&B
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100mm V&B
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SAN PLUG INV 79.87
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SAN MH T/G 83.45 S INV 79.82 N INV 79.85
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EMERGENCY OVERFLOW AND ACCESS HATCH. LID PER OPSD 401.010 'TYPE B' BOLTED
AutoCAD SHX Text
INSTALL NEW STM MH PER OPSD 701.013 EX. W INV 81.36 EX. E INV 81.36 PR. N INV 81.48
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BREAK INTO TO EX. 250mm WM ANDCONNECT NEW 200mm WM SERVICECONNECTION WITH CUT IN 250x250x200 TEE
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11.1m-300mm mm STM @ 2.0%
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STM MH T/G 83.20 S INV 81.70 N INV 81.73
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STM PLUG N INV 79.75
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STM PLUG N INV 81.68
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STM MH T/G 83.20 S INV 81.63 N INV 81.66
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CONTRACTOR TO RESTORE EX. BOULEVARD AND PAVEMENT TO EX. CONDITION OR BETTER
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BREAK INTO EX. 600mm STM SEWER ANDCONNECT NEW 300mm SAN SERVICE CONNECTIONEX 600mm INV 81.21PR 300mm INV 81.41
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11.1m-300mm mm STM @ 2.0%
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SIAMESE CONNECTION
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SIAMESE CONNECTION
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CONTRACTOR TO RESTORE EX. BOULEVARD AND PAVEMENT TO EX. CONDITION OR BETTER
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CONTRACTOR TO RESTORE EX. BOULEVARD AND PAVEMENT TO EX. CONDITION OR BETTER
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TOWN OF GRIMSBY AS-CONSTRUCTED DRAWING REFERENCE: HE611 SHEET 1 (FEBRUARY 1999)
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PRELIMINARY
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SCALE: 1:300
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10
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0m
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10
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20
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4 WINDWARD DRIVE TOWN OF GRIMSBY REGIONAL MUNICIPALITY OF NIAGARA
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Drawing
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Project
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BENCHMARK NOTE: : ELEVATIONS SHOWN HEREON ARE GEODETIC AND ARE RELATED TO TOWN OF GRIMSBY BENCHMARK No. 00819748495, HAVING AN ELEVATION OF 91.765 METRES. SURVEY NOTES: : TOPOGRAPHIC SURVEY COMPLETED BY KRCMAR SURVEYORS LTD. ON NOVEMBER 28, 2017. FILE No.: 17-219TP01 AS-BUILT: : LOCATION AND INFORMATION OF SANITARY, STORM AND WATERMAIN ON WINWARD DRIVE BASED ON TOWN OF GRIMSBY AS CONSTRUCTED DRAWINGS, TOWN OF GRIMSBY AS CONSTRUCTED DRAWINGS, AS CONSTRUCTED DRAWINGS, PROJECT No. HE611, DRAWING No. 1, DATED FEBRUARY 1999. SITE PLAN NOTES: : DESIGN ELEMENTS SHOWN ARE BASED ON SITE PLAN PREPARED BY WZMH ARCHITECTS. DRAWING No.: A-104 RECEVED (2019/10/29) DRAWING NOTES: : THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER & ASSOCIATES INC. AND THE REPRODUCTION OF ANY PART OF IT WITHOUT PRIOR WRITTEN CONSENT OF THIS OFFICE IS STRICTLY PROHIBITED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, AND DATUMS ON SITE AND REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFICE PRIOR TO CONSTRUCTION. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH ALL OTHER PLANS AND DOCUMENTS APPLICABLE TO THIS PROJECT. DO NOT SCALE THIS DRAWING. ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
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Project No.
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Dwg.
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Design
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Check
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Drawn
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Check
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Drawing
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Project
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P.S.
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P.S.
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Engineer
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Engineer
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YYYY/MMM/DD
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No.
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2019/DEC/03
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ISSUED FOR SUBMISSION
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ISSUE / REVISION
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0
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Scale
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1473-4779
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S.C.S.
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N.C./N.M.
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1:300
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SITE LOCATION
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QUEEN ELIZABETH WAY
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WINSTON RD.
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LAKE ONTARIO
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QUEEN ELIZABETH WAY
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WINDWARD DR.
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NOT FOR CONSTRUCTION
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N
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PRELIMINARY SITE SERVICING PLAN
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EXISTING WATERMAIN
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EXISTING STORM SEWER & MANHOLE
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EXISTING SANITARY SEWER & MANHOLE
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PROPOSED WATERMAIN
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PROPOSED SANITARY SEWER & MANHOLE
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PROPOSED WATER METER TO BE INSTALLED INSIDE OF BUILDING PER MECHANICAL DETAILS AND SPECIFICATIONS
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PROPOSED BACKFLOW PREVENTOR TO BE INSTALLED INSIDE OF BUILDING PER MECHANICAL DETAILS AND SPECIFICATIONS
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M
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B
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PROPERTY LINE
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EXISTING FENCE
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BUILDING ENTRANCE (PERSONNEL DOOR)
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PROPOSED MAJOR OVERLAND FLOW DIRECTION
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PROPOSED SIAMESE (FIRE DEPT.) CONNECTION
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PARKING GARAGE ENTRANCE (OVERHEAD DOOR)
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UNDERGROUND PARKING GARAGE OUTLINE
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PROPOSED AREA DRAIN TO BE INSTALLED PER MECHANICAL DESIGN AND SPCIFICATIONS
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PROPOSED SIAMESE CONNECTION
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PROPOSED FIRE HYDRANT & GATE VALVE
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PROPOSED STORM SEWER & MANHOLE
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EXISTING SERVICE TO BE REMOVED
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AD
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EXISTING UTILITIES AND SERVICES CONTRACTOR SHALL NOTE THAT THE CONSTRUCTION ZONE HAS NUMEROUS EXISTING UNDERGROUND UTILITIES AND SERVICES, SOME OF WHICH ARE TO BE ABANDONED OR REMOVED, AND OTHERS WHICH ARE TO BE PROTECTED AND MAINTAINED IN SERVICE. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL RETAIN THE SERVICES OF A COMPANY, WHICH SPECIALIZES IN SUBSURFACE UTILITY ENGINEERING FOR THE PURPOSES OF LOCATING, MARKING AND SURVEYING ALL UNDERGROUND UTILITIES AND SERVICES. ALL CURRENT METHODS SHALL BE USED FOR THESE LOCATIONS INCLUDING ELECTRONIC METHODS, VACUUM EXCAVATIONS, SURVEYING MANHOLES AND CHAMBERS ETC. THE UTILITIES AND SERVICES SHALL BE SURVEYED AND TIED INTO THE PROJECT COORDINATE SYSTEM. A COPY OF THE SURVEY SHALL BE PROVIDED TO THE ENGINEER FOR RECORD PURPOSES. ANY CONFLICT WITH THE PROPOSED WORKS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LOCATIONS FOR PROTECTION AND TEMPORARY RELOCATION OF UNDERGROUND UTILITIES AND SERVICES AS REQUIRED FOR THE COMPLETE INSTALLATION OF THE PROPOSED WORKS.
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THE LIMITS OF MUNICIPAL ROW DISTURBED AREAS TO BE REINSTATED ARE APPROXIMATE AND SHALL BE REVIEWED BY TOWN PRIOR TO FINAL RESTORATION.
