101.70 x
CB
1
T/G
=101.40
21m
-400m
m Ø
C
SP
21m-4
50mm
Ø C
SP
150Ø
R
OO
F D
RA
IN
RM
M
150mm SANITARY CONNECTiON TO EXISTING
SANITARY MAIN STUB.
STUB INV. = 98.44
CITY OF OTTAWA STD. DETAIL W33. (REFER TO
NOTE 13 & 23)
RE
MO
VE
E
XIS
TIN
G
CU
LV
ER
T.
IN
V.=
99.03
IN
V.=
99.41
25.4m - 200Ø STM SEWER @ 1.0%
17.5m
- 150Ø
S
AN
S
EW
ER
@
1.0%
150Ø
R
OO
F D
RA
IN
EX
. C
BM
H 106
T/G
=
101.50
SW
IN
V.=
99.15
E IN
V.=
99.12
26.2m -200Ø STM SEWER @ 1.0%
SE
IN
V.=
99.00
W IN
V.=
99.06
1
4
.
9
m
-
3
0
0
Ø
S
T
M
S
E
W
E
R
@
0
.
4
%
EX. 1.5m - 300Ø
STM SEWER @
0.4%
EX
.S
TO
RM
CE
PT
OR
S
TC
750
EX. CBMH 101
T\G=101.48
SW INV.=98.90
NW INV.=98.84
SE INV.=98.82
NW INV.=98.88
NE INV.=98.82
31.0m
- 300Ø
S
TM
S
EW
ER
@
0.4%
N IN
V.=
99.05
SE
IN
V.=
99.11
9.3m
- 200Ø
S
TM
SE
WE
R @
1.0%
84.2 m
- 50 m
mØ
W
M T
YP
E K
1.0m - 150Ø STORM SEWER @
1.00%
0+10
0+00
0+
20
0+40
0+60
1+
10
1+
00
1+
20
STMH101 c/w HYDROVEX
MODEL ( 100SVHV-2)
0+
80
NE INV.=98.98
SW INV.=98.98
NW INV.=99.04
SE INV.=99.01
EX. 21.1m - 300Ø STM SEWER @ 0.34%
EX. 25.0m - 300Ø STM SEWER @ 0.65%
1
0
.
3
m
-
3
0
0
Ø
S
T
M
S
E
W
E
R
@
0
.
4
%
EX. STMH 101
T/G = 101.52
ST
MH
102
T\G
=101.68
EX. CBMH 102
T\G=101.50
NE
IN
V.=
98.98
SW
IN
V.=
99.01
7.1m - 300Ø STM
SEWER @ 0.4%
5.1m - 300Ø STM
SEWER @
0.4%
CB
MH
103
T\G
=101.45
IN
V.=
98.95
CB
MH
108
T\G
=101.48
CB
3
T/G
=101.48
IN
V.=
99.20
INLET INV=98.80
OUTLET INV=100.50
OUTLET OVERFLOW INV=101.00
(FOR PUMP STATION DETAILS REFER TO DWG. DT1)
EX. DUPLEX FIBERGLASS PUMP STATION
T/G=101.80
EX. 2.8m - 300Ø STM
SEWER @ 0.4%
DIT
CH
E
LE
V.=
100.42
31.0m - 38mm Ø WM
TYPE K
1+
30
11.3m
-150m
Ø
S
TM
SE
WE
R @
1.0%
DC
D
C
3 X
50m
m P
VC
C
ON
DU
IT
F
OR
P
OW
ER
C
ON
TR
OL
CA
BLE
S
PR
OP
OS
ED
P
UM
PS
C
ON
TR
OL
PA
NE
L DC
DC
EX. 3.3m - 300Ø
STM SEWER @
4.5%
EX .CBMH 104
T\G=101.50
SWINV.=99.29
NE INV.=99.26
NE INV.= 99.14
SW INV. = 99.19
37.9m - 150 Ø SAN SEWER
@ 1.0%
EX. CBMH 105
T\G=101.54
NW INV= 98.62
E INV = 98.65
SE INV = 98.65
SW INV. = 98.88
EX. SANMH 101
T\G=101.44
14.2m - 150 Ø SAN SEWER @ 1.0%
IN
V.=
98.79
CE
NT
ER
LIN
E O
F R
EA
LIG
NE
D D
IT
CH
PR
OP
OS
ED
D
IT
CH
1
3
.5
m
-
4
0
0
m
m
Ø
C
S
P
A
S
P
H
A
LT
S
ID
E
W
A
LK
CO
NC
RE
TE
SID
EW
ALK
D
C
D
C
DC
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
///
///
////
///
///
////
///
///
////
///
///
////
///
///
////
///
///
////
/////
////
///
///
/////
///
//
// /
/ /
MR
/ / / / /
/ / / / /
/ / / / /
/ / / / / / / / / / / / / / // / / / /
// /
/ /
±7
.0
ALL CONSTRUCTION
TRAFFIC TO CROSS
MUD MAT WHEN
EXITING THE SITE
RIPRAP STONE
(100mm TO 150mm
SIZE TWO LAYERS
THICK)
50mm CLEAR LIMESTONE
ACCESS ROAD AS
REQUIRED UP TO EX.
ROAD PAVEMENT
±5.0m
PROVIDE GEOTEXTILE
FILTER CLOTH PRIOR
TO PLACING RIPRAP
MATERIAL
NOT VALID UNLESS SIGNED AND DATED
PROJECT NO.
1015105
DESIGNED BY: APPROVED BY:DRAWN BY:
CLIENT
I.J. D.G. I.J.
ENTERPRISE HOLDINGS
2300 STEVENAGE DR.
OTTAWA, ON K1G 3W3
T: (613) 274-6945
DRAWING TITLE
PROJECT
ENTERPRISE
225 HUNTMAR DRIVE
OTTAWA, ON K2S 1B9
GENERAL NOTES:
THE ENGINEER WAIVES ANY AND ALL RESPONSIBILITY AND
LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO
FOLLOW THE PLANS, SPECIFICATIONS AND THE DESIGN INTENT
THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM
OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE ENGINEER'S
GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS,
INCONSISTENCIES AMBIGUITIES OR CONFLICTS WHICH ARE
ALLEGED.
CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY THE
ENGINEER OF ANY DISCREPANCIES BEFORE WORK
COMMENCES. DO NOT SCALE DRAWINGS.
www.mmm.caf: 613.736.8710t: 613.736.7200
Ottawa, ON Canada K1V 0Y31145 Hunt Club Dr.
V:\10-40 M
unicipal Infrastructure\1015105 - E
nterprise R
ent A
C
ar\3. D
raw
ings\W
orking D
raw
ing\1015105 - E
ngineering plans.dw
g
Nov 04, 2019 - 12:52pm
, caw
y069741
FILE
NA
ME
:
PLO
TD
AT
E:
01 ISSUED FOR SPA I.J.APRIL 22, 2016
BYNo. REVISIONS DATE
DISTANCES SHOWN ON THIS PLAN ARE IN METRES AND CAN BE
CONVERTED TO FEET BY DIVIDING BY 0.3048
D07-12-16-0066
DWG. NO.
02
ISSUED AS PER CITY
COMMENTS
I.J.SEPT 30, 2016
03
ISSUED AS PER CITY
COMMENTS
I.J.JAN 18, 2017
I. M. JAFFERJEE
100164153
2019-11-04
04
ISSUED AS PER CITY
COMMENTS
I.J.MARCH 10, 2017
05
ISSUED AS PER CITY
COMMENTS
I.J.APRIL 20, 2017
06 I.J.NOV 04, 2019
ISSUED FOR TENDER
EROSION & SEDIMENT CONTROL AND
GRADING & DRAINAGE PLAN
C.02
05m 2 5m
SCALE: 1:200
KEY PLAN
(N.T.S)
HORIZONTAL SCALE:
AutoCAD SHX Text
Inv=100.59
AutoCAD SHX Text
Inv=100.64
AutoCAD SHX Text
T\G=102.08
AutoCAD SHX Text
T\G=102.27
AutoCAD SHX Text
460mm CSP
AutoCAD SHX Text
R=270.00
AutoCAD SHX Text
N 38%%D 04' 00" E
AutoCAD SHX Text
N 48%%D 07' 20" E 100.61
AutoCAD SHX Text
N 41%%D 52' 40" W 70.25
AutoCAD SHX Text
N 42%%D 32' 20" W 81.72
AutoCAD SHX Text
N87%%D12'30"W
AutoCAD SHX Text
C O N C E S S I O N 1 ( H U N T L E Y )
AutoCAD SHX Text
P A R T 1 P L A N 4 R - 2 1 1 2 1
AutoCAD SHX Text
PART 2 PLAN 4R-21121
AutoCAD SHX Text
ROAD ALLOWANCE BETWEEN TOWNSHIPS OF HUNTLEY AND MARCH
AutoCAD SHX Text
PIN 04487 - 0341
AutoCAD SHX Text
PIN 04487 - 0999
AutoCAD SHX Text
300mm Watermain
AutoCAD SHX Text
PIN 04487 - 1000
AutoCAD SHX Text
N 42%%D 32' 20" W 81.74
AutoCAD SHX Text
N32%%D33'30"E
AutoCAD SHX Text
N42%%D36'50"E
AutoCAD SHX Text
N48°07'20"E1.78
AutoCAD SHX Text
T\P=100.99
AutoCAD SHX Text
600mm%%C CSP
AutoCAD SHX Text
T\P=101.06
AutoCAD SHX Text
300mm%%CCPP
AutoCAD SHX Text
Inv=100.52
AutoCAD SHX Text
T\G=101.36
AutoCAD SHX Text
T\G=102.04
AutoCAD SHX Text
Bottom of Slope
AutoCAD SHX Text
Bottom of Slope
AutoCAD SHX Text
Inv=100.40
AutoCAD SHX Text
T\P=100.74
AutoCAD SHX Text
Top of Slope
AutoCAD SHX Text
Top of Slope
AutoCAD SHX Text
Chain Link Fence
AutoCAD SHX Text
Chain Link Fence
AutoCAD SHX Text
Concrete Curb
AutoCAD SHX Text
Concrete Curb
AutoCAD SHX Text
Concrete
AutoCAD SHX Text
Concrete Curb
AutoCAD SHX Text
Concrete Curb
AutoCAD SHX Text
Concrete Curb
AutoCAD SHX Text
Stucco, Stone & Metal Sided
AutoCAD SHX Text
1 Storey
AutoCAD SHX Text
Commercial Building
AutoCAD SHX Text
Stucco & Stone
AutoCAD SHX Text
Car Wash
AutoCAD SHX Text
Top of Slope
AutoCAD SHX Text
4R-21121
AutoCAD SHX Text
P A R T 1 P L A N 4 R - 2 2 7 0 9
AutoCAD SHX Text
P A R T 1 P L A N 4 R - 2 2 7 0 9
AutoCAD SHX Text
(P2) & Meas.
AutoCAD SHX Text
(P2) & Meas.
AutoCAD SHX Text
(P1) & Meas.
AutoCAD SHX Text
(P1) & Meas.
AutoCAD SHX Text
(P1) & Meas.
AutoCAD SHX Text
(P1) & Meas.
AutoCAD SHX Text
(P1) & Meas.
AutoCAD SHX Text
(P2) & Meas.
AutoCAD SHX Text
(P2) & Meas.
AutoCAD SHX Text
(P2) & Meas.
AutoCAD SHX Text
Reference Bearing
AutoCAD SHX Text
FFL=101.85
AutoCAD SHX Text
FFL= 101.80
AutoCAD SHX Text
CBMH2(1200mm )T/G=101.40 N.INV=99.84 W.INV=99.78
AutoCAD SHX Text
JOB BENCHMARK TOP OF SPINDLE ON FIRE HYDRANT ELV. 102.50
AutoCAD SHX Text
PROPOSED 303 m² SINGLE STOREY CAR RENTAL ESTABLISHMENT FFE= 102.04
AutoCAD SHX Text
PALLADIUM DRIVE
AutoCAD SHX Text
HUNTMAR DRIVE
AutoCAD SHX Text
CB1(600X600) T/G=101.35 S.INV=99.97
AutoCAD SHX Text
CB3(600X600) T/G=101.50 W.INV=100.20
AutoCAD SHX Text
CB6(600X600) T/G=101.50 E.INV=100.10
AutoCAD SHX Text
CB4(600X600) T/G=101.35 N.INV=99.95
AutoCAD SHX Text
CB5(600X600) T/G=101.35 N.INV=99.95
AutoCAD SHX Text
CBMH1(1200mm )T/G=101.40 E.INV=99.68 S.INV=99.62
AutoCAD SHX Text
STMH1(1200mm )T/G=101.53 N.INV=99.45 E.INV=99.39
AutoCAD SHX Text
STMH2(1200mm )T/G= 101.63 W.INV= 99.25 E.INV= 99.25
AutoCAD SHX Text
SMH1(1200mm )T/G = 101.71 NW. INV =99.15 SW. INV = 99.21
AutoCAD SHX Text
SMH2(1200mm )(SEE NOTE 35) T/G = 101.66 N. INV = 98.99 SE. INV = 99.05
AutoCAD SHX Text
CB8(600x600) T/G=101.55 S.INV=100.15
AutoCAD SHX Text
CURB RETURN ENTRANCE AS PER CITY STD. SC7.1
AutoCAD SHX Text
CONCRETE BARRIER CURB AS PER CITY STD. SC1.1 (TYP.)
AutoCAD SHX Text
CAR BAY FFE= 101.95
AutoCAD SHX Text
TRUCK BAY FFE= 101.95
AutoCAD SHX Text
MAX 3:1 SLOPE
AutoCAD SHX Text
SILT FENCE AS PER OPSD 219.110
AutoCAD SHX Text
PROPOSED GARBAGE ENCLOSURE (SEE ARCH. PLANS FOR DETAILS)
AutoCAD SHX Text
PROPOSED SWALE C/W 250 mm PERFORATED PIPE INSTALLATION AS PER CITY STD. S29
AutoCAD SHX Text
PROPOSED SWALE C/W 250 mm PERFORATED PIPE INSTALLATION AS PER CITY STD. S29
AutoCAD SHX Text
CBMH 101 T/G=101.48 SW INV.=98.91 NW INV.=98.85
AutoCAD SHX Text
STMH 101 T/G=101.52 SE INV. = 98.83 NW INV.=98.88 NE INV.=98.82
AutoCAD SHX Text
INSTALL MUDMAT AT CONSTRUCTION ACCESS (SEE INSET DETAIL)
AutoCAD SHX Text
ROOF DOWNSPOUT (TYP.)
AutoCAD SHX Text
ROOF DOWNSPOUT
AutoCAD SHX Text
OVERLAND FLOW SPILLWAY, RIP RAP AS PER OPSD 810.010
AutoCAD SHX Text
PR. BOLLARDS (TYP.) (SEE ARCHITECTURAL PLANS FOR DETAILS)
AutoCAD SHX Text
100-YR & MAX PONDING LIMIT (TYP.)
AutoCAD SHX Text
CONCRETE SIDEWALK AS PER CITY STD SC1.4
AutoCAD SHX Text
CONCRETE BARRIER CURB WITH SIDEWALK AS PER CITY STD SC1.4 (TYP.)
AutoCAD SHX Text
PROPOSED SIGN (BY OTHERS)
AutoCAD SHX Text
PONDING AREA: PA4
AutoCAD SHX Text
PONDING AREA: PA5
AutoCAD SHX Text
PONDING AREA: PA3
AutoCAD SHX Text
PONDING AREA: PA6
AutoCAD SHX Text
PONDING AREA: PA7
AutoCAD SHX Text
PONDING AREA: PA2
AutoCAD SHX Text
PONDING AREA: PA1
AutoCAD SHX Text
PONDING AREA: PA9
AutoCAD SHX Text
SEE NOTE 1.2 (TYP.)
AutoCAD SHX Text
STRAW BAIL CHECK DAM AS PER OPSD 219.180
AutoCAD SHX Text
CB7(600X600) T/G=101.65 S.INV=100.15
AutoCAD SHX Text
DISTURBED AREA TO BE HYDROSEEDED AS PER GENERAL NOTE 11
AutoCAD SHX Text
DISTURBED AREA TO BE HYDROSEEDED AS PER GENERAL NOTE 11
AutoCAD SHX Text
PR. ARMOUR STONE ARMOUR STONE RETAINING WALL (MAX. WIDTH 300mm)
AutoCAD SHX Text
EX. 100-YR PONDING LIMIT (TYP.)
AutoCAD SHX Text
PR. CONCRETE BARRIER CURB AS PER CITY STD. SC1.1
AutoCAD SHX Text
REMOVE EX. AISLE CURBS AND ASPHALT
AutoCAD SHX Text
SEE NOTE 2.1 (TYP.)
AutoCAD SHX Text
PR. ARMOUR STONE ARMOUR STONE RETAINING WALL (MAX. WIDTH 300mm)
AutoCAD SHX Text
PROPOSED GROUND
AutoCAD SHX Text
SECTION B-B N.T.S.
AutoCAD SHX Text
RETAINING WALL
AutoCAD SHX Text
MUD MAT DETAIL (N.T.S)
