proposed storm sewer manholes proposed storm … · proposed storm sewer manholes no. top. el. (m)...
TRANSCRIPT
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1
0
1
1
LO
AD
IN
G A
RE
A
4.0m
(w
)x 13.0m
(l) x 7.5m
(h)
D
N
D
N
D
N
D
N
PROPOSED
ELECTRICAL
PAD
TRANSFORMER
LAN
DSC
APE
BU
FFER
SECURITYGATE
STORM TANK
SERVICE ROOM
EX.
58.5
m-1
200m
mØ
STM
@0.
50%
EX.
28.5
m-1
050m
mØ
STM
@0.
50%
EX.
70.5
m-1
050m
mØ
STM
@0.
50%
EX.
200m
mØ
SA
NEX
. 36
.5M
-200
mm
Ø S
AN
@2.
2%EX
. 71
.5m
-250
mm
Ø S
AN
@1%
EX.
300m
mØ
WM
EX.
300m
mØ
WM
EX.
300m
mØ
WM
EX.
200m
mØ
WM
EX. 300mmØ PVC-WM
EX. 48.5m-250mmØ PVC [email protected]% EX. 46.3m-250mmØ PVC [email protected]% EX.12.8m-250mmØSAN
EX. 2
00m
mØ
-STM
EX. 3
00m
mØ
-WM
MH137MH136 MH328
MH1
35
PROP. 69.9m-750mmØ CONC.
PROP. 108.9m-750mmØ CONC. [email protected]%
PROP. 300mmØ PVC-WMz
EX. 5
2.0m
-600
mm
Ø S
TM T
O B
E RE
PLA
CED
WITH
750
mm
Ø C
ON
C. @
3.1%
EX. 4
8.0m
-600
mm
Ø S
TM T
O B
ERE
PLA
CED
WITH
900
mm
Ø C
ON
C. @
1.0%
EXTE
RNA
L FL
OW
FRO
M B
ROA
DW
AY
ST. T
O R
AIL
WA
Y D
ITCH
A=2
.83
haC
=0.4
5Q
10=3
51.3
l/s
T C=1
6.33
min
EXTE
RNA
L FL
OW
FRO
MRA
ILLW
AY
DITC
HES
A=0
.435
haC
=0.4
1Q 1
00=6
6.9
l/sT C
=15.
0 m
in
EXTE
RNA
L FL
OW
FRO
M
QUE
EN S
T. &
THO
MA
S ST
.
A=4
.49
haC
=0.6
0Q 1
0=69
9.0
l/sT C
=16.
54 m
in
EX. 4
50m
mØ
STM
TAN
NER
Y ST
.
RUTLEDGE RD.
CANADIAN PACIFIC RAILWAY
BROADWAY ST.
EXTENSION OF EMBY DR.
PRO
P. 1
3.2m
-300
mm
ØPV
C S
TM@
1.0%
REGIONAL FLOODLINE
BROADWAY ST.
2.0m WALKWAY2.0m BOULEVARD
2.0m WALKWAY
PROPOSED 150Ø&100Ø V & B
EX. 100MMØWMTO BE REMOVED
PROPOSED CHECK VALVEIN CHAMBER
EX. 1
0M-1
200M
MØ
STM
@0.
50%
EX. 6
.8M
-105
0mm
ØST
M@
0.50
%
EX. 825mmØCULVERT
EX. 360mmØ
CULVERT TO BE REMOVED
PROP. 29.8m-250mmØ [email protected]%
PROPOSED 150mmØPVC WATER SERVICE
PROPOSED FIREHYDRANT
PROP. 5.0m-150mmØ PVC @2%SAN SERVICE CONNECTION
PROP. 13.0m-375mmØ PVC @1.0%STM SERVICE CONNECTION
PROPOSED FIRE
HYDRANTPROPOSED FIRE
HYDRANT
EX. 5
2.0m
-600
mm
Ø S
TM
TO B
E RE
PLA
CED
PROP. 12.5M-750mmØCONC. [email protected]%
LIMIT OF
DEVELOPMENT
NEW PROPERTYLINE
EX. OUTFALL TO BEREPLACED(OPSD 804.030)
PROPOSED CONCRETE CRASH WALL(DESIGNED BY OTHERS)
TOE OF BERM
PROP. 10.3m-600mmØCONC. [email protected]%
EXISTING DITCH
EX. D
CBM
H TO
BE
REPL
AC
ED
EMBY DR.
MULLET CREEK
THO
MA
S ST
.
BUILDING "C"
BUILDING "B"
BUILDING "A"
BUILDING "G"
BUILDING "F"
BUILDING "E"
BUIL
DIN
G "D
"
EXISTING STAIRNO.2
6.0m
FIR
E RO
UTE
FOR
EMER
GEN
CY
AC
CES
S O
NLY
(PER
VIO
US S
TABL
E SU
RFA
CE)
ESTIM
ATE
D 3
m R
OA
DW
IDEN
ING
MET
AL
SID
DED
CO
MER
CIA
L BU
ILDIN
G #
44
TO R
EMA
IN
CO
NC
RETE
BLO
CK
IND
USTR
IAL
BUILD
ING
#10
0
TO R
EMA
IN
CO
NC
RETE
BLO
CK
CO
MER
CIA
L BU
ILDIN
G #
56
TO R
EMA
IN
CB3
CB4
MH3
CBMH1
CB5
MH2A
MH1A
EX. DCBMH1
EX. D
CBM
H2
MH2
PROPOSED 100mmØPVC DOMESTIC WATER
PROPOSED STMCTRL MH
PROP. 7.5m-300mmØPVC. [email protected]%
PROP. 6.8m-375mmØPVC. [email protected]%
EX. CB TOBE REMOVED
EX. CB TOBE REMOVED
PROP.OGS
PROP. 7.3m-250mmØPVC. [email protected]%
DICB1
CB2
CB1
PROP. 7.2m-300mmØPVC. [email protected]%
PROP. 6.1m-250mmØPVC. [email protected]%
PROP. 10.7m-300mmØPVC. [email protected]%
OUTLET OF THE STMPIPING FROM U/G
PARKING TO OGS UNIT
INLET TO THESWM STORAGE
IN U/G PARKING
MH1
DICB2
EX. CULVERT TO BEREMOVED
CV
C M
ULLE
T C
REEK
CRO
SS S
ECTIO
N 6
+210
REG
ION
AL
WA
TER
LEV
EL: 1
54.9
0mCV
C M
ULLE
T C
REEK
CRO
SS S
ECTIO
N 6
+210
REG
ION
AL
WA
TER
LEV
EL: 1
55.6
0m
CV
C M
ULLE
T C
REEK
CRO
SS S
ECTIO
N 6
+210
REG
ION
AL
WA
TER
LEV
EL: 1
56.2
4m
6.0m FIRE ROUTE FOR
EMERGENCY ACCESS ONLY
(PERVIOUS STABLE SURFACE)
PROP. RIP RAPPROTECTION
(OPSD 810.010)
EX. DCBMH TO BEREPLACED
PROP. SWALE
PROPOSED FIRE
HYDRANT
MH4
PROP. DICB WITHRIP-RAP PROTECTION(OPSD 810.020)
PROPOSED GREENTERRAMESH WALL(DESIGNED BY OTHERS)
PROPOSED ENGINEEREDDERAILMENT BERM
(DESIGNED BY OTHERS)(COMPACTED MATERIALS)
EX. BELL CABLE
TO BE REMOVED
FUTUREPROPERTY LINE
EX. PROPERTY LINE
EX. PROPERTY LINE
FUTURE PROPERTY LINE
INV.: 154.51INV.: 154.06
PROPOSED STORM SEWER MANHOLES
NO. TOP. EL. (m) INVERT (m)OPSD NUMBERN E W S
MH1MH2MH3MH4OGS
PROPOSED SANITARY MANHOLES
NO TOP EL. (m) INVERT (m)REGIONAL STANDARDN E W S
MH1AMH2A
PROPOSED STORM CATCHBASIN
NO. TOP. EL. (m) INVERT (m)OPSD NUMBERN E W S
CB1CB2CB3CB4CB5
DICB1DICB2CBMH1
EX. DCBMH1EX. DCBMH2
OUTFALL
LEGENDEXISTING STORM MANHOLE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
C-101
PRELIMINARY SITE SERVICING PLAN
EXISTING SANITARY MANHOLE
EXISTING CATCHBASIN
EXISTING LIGHT STANDARD
EXISTING STORM SEWER
EXISTING SANITARY SEWER
EXISTING WATER MAIN
PROPERTY LINE
EXISTING TREE
EXISTING GAS METER
EXISTING FENCE
LEA Consulting Ltd.Consulting Engineers
and Planners
www.LEA.ca
625 Cochrane Drive, Suite 900
Markham, Ontario
L3R 9R9, Canada
Tel: (905)470-0015. Fax: (905)470-0030
CITY OF MISSISSAUGA
REGIONAL MUNICIPALITY OF PEEL
51-57 TANNERY STREET DEVELOPMENT
SITE
LOCATION
FILE No.: OZ 18-12
EXISTING HYDROPOLE/LIGHT STANDARD
EXISTING HYDROPOLE
EXISTING BOLLARD
EXISTING CURB STOP
EXISTING MONITORING WELL
EX. OVERHEAD WIRES
EXISTING BELL CABLE
EXISTING SIGN
REGIONAL FLOOD LINE(FROM MULLET CREEK FLOOD RISK MAP)
NEW PROPERTY LINE
PROPOSED STORM SEWER
PROPOSED SANITARY SEWER
PROPOSED WATER MAIN
PROPOSED STORM MANHOLE
PROPOSED SANITARY MANHOLE
PROPOSED CATCHBASIN
1. ELEVATIONS ARE REFERRED TO THE CITY OF MISSISSAUGA BENCHMARK NO. 63-4, LOCATED ONTHE NORTH FACE AT THE CORNER OF THE KENDELLHURST ACADEMY ON THE NORTHEAST SIDEOF QUEEN STREET, OPPOSITE TANNERY STREET AND 28M NORTH OF MAIDEN LANE, HAVING APUBLISHED ELEVATION OF 163.543 METRES.
2. ALL EXISTING UTILITIES WITHIN THE MAIN PROPERTY LINE INCLUDING CATCH BASINS, LIGHTSTANDARDS, HYDRO POLES, OVERHEAD WIRES, GAS METERS AND FENCES TO BE REMOVED.
3. REFER TO DRAWING C-103 TO C-106 FOR SITE CROSS SECTIONS.
4. REFER TO DWG. C-107 FOR GENERAL NOTES.
NOTES:
PROPOSED FIRE HYDRANT
ISSUED FOR ZBA1 2018/06/08
PROPOSED AREA DRAIN
ISSUED FOR ZBA RESUBMISSION2 2019/06/27
EXISTING GAS MAIN
PROP. TREE