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TRANSCRIPT
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LACROIX ROAD
#1
#3
#1
#2
#3
#4
#2
D
IR
E
C
T
IO
N
O
F
F
L
O
W
1
+
0
0
0
1
+
0
2
0
1
+
0
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0
1
+
0
4
4
PROPOSED 19.0m - 900mm Ø HDPE CULVERT
RIP-RAP(R50) PROTECTION AT INLET
PER OPSD 810.010 C/W OPSS 1860
CLASS II NON-WOVEN GEOTEXTILE
RIP-RAP (R50) PROTECTION AT OUTLET PER
OPSD 810.010 C/W OPSS 1860 CLASS II
NON-WOVEN GEOTEXTILE
WELDED WIRE RETAINING WALL TO BE DESIGNED
AND SEALED BY STRUCTURAL ENGINEER
0.6m (L) x 0.6m (W) x 0.6m (H)
ARMOUR STONES
17°
PROPOSED CHANNEL TO TIE
INTO EXISTING CHANNEL -
MATCH EXISTING CONDITION
SKEW ANGLE
WELDED WIRE RETAINING WALL TO BE
DESIGNED AND SEALED BY STRUCTURAL
ENGINEER
>
>
>
>
>
RE-ALIGN EXISTING DITCH C/W R10 RIP-RAP
TO TIE INTO PROPOSED CHANNEL
2+000
2+020
2+0402+045
3+000
3+020
3+0403+045
>
>
>
PROVIDE RIP-RAP (R10) ALONG EXISTING
DITCH TO TIE INTO EXISTING CHANNEL
STRAW BALES PER OPSD 219.180
LIGHT DUTY SILT FENCE BARRIERS
PER OPSD 219.110
SEDIMENT TRAP FOR DEWATERING
PER OPSD 219.240
RE-ALIGN EXISTING DITCH c/w R10 RIP-RAP
TO TIE INTO PROPOSED CHANNEL
E
L
.
7
3
.
0
5
E
L
.
7
3
.
1
4
E
L
.
7
3
.
2
1
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L
.
7
3
.
3
7
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L
.
7
3
.
5
0
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L
.
7
2
.
9
5
E
L
.
7
3
.
0
4
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L
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7
2
.
9
2
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L
.
7
1
.
8
0
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.
7
1
.
8
5
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.
7
3
.
0
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3
.
1
1
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2
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1
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2
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3
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3
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4
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4
0
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2
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2
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9
6
EL.7
3.0
4
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L
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2
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2
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.
7
2
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4
E
L
.
7
2
.
8
1
E
L
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0
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2
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L
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8
6
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L
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4
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2
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66
68
70
72
74
76
66
68
70
72
74
76
1+
000
1+
005
1+
010
1+
015
1+
020
1+
025
1+
030
1+
035
1+
040
1+
044
EXISTING GROUND
EXISTING GROUND
C
L
UNDERGROUND BELL SIZE,
LOCATION, AND DEPTH TO BE
CONFIRMED. CONTRACTOR TO
PROTECT DURING CONSTRUCTION.
EXISTING 250mmØ PVC
WATERMAIN. CONTRACTOR TO
PROTECT DURING CONSTRUCTION
PR
OP
OS
ED
19.0
m -
900m
mØ
HD
PE
CU
LVE
RT
@ 3
.1 %
EM
BE
D T
O 1
0%
OF
DIA
ME
TE
R W
ITH
CLE
AR
ST
ON
E (
25-5
0m
mØ
)
600mm DEPTH OF RIP-RAP (R50) AS PER OPSD
810.010 AND OPSS 511 C/W CLASS II NON-WOVEN
GEOTEXTILE MATERIAL AS PER OPSS 1860
FOR RIPRAP PLACEMENT ON PRIVATE PROPERTY,
COORDINATE ACCESS WITH OWNER
600mm DEPTH OF RIP-RAP (R50) AS PER OPSD
810.010 AND OPSS 511 C/W CLASS II NON-WOVEN
GEOTEXTILE MATERIAL AS PER OPSS 1860
FOR RIPRAP PLACEMENT ON PRIVATE
PROPERTY, COORDINATE ACCESS WITH OWNER
P
L
P
L
BEDDING:
300mm GRANULAR 'A' C/W CLASS
II NON-WOVEN GEOTEXTILE
MATERIAL AS PER OPSS 511
PROPOSED INV.=66.24m
PROPOSED INV.=66.82m
PROPOSED ROAD STRUCTURE
50mm - HL4 SURFACE COURSE
150mm - GRAN 'A' BASE
400mm - GRAN 'B' TYPE II SUBBASE
NON-WOVEN GEOTEXTILE
3.5m (3.62m)
PAVEMENT
3.5 m (3.70m)
PAVEMENT
1.0m (1.04m)
SH
OU
LD
ER
1.0m (1.05m)
SH
OU
LD
ER
1.0m (1.05m)
RO
UN
DIN
G
1.0m (1.04m)
RO
UN
DIN
G
3% 3%
6%6%
CLAY SEAL AS PER
OPSD 802.095
STEEL BEAM GUIDE RAIL AS PER OPSD 912.130
(height of 0.72 m from surface to top of guide rail;
embed to min. 0.9 m depth)
MAX 2:1 SLOPE
MAX 2:1 SLOPE
WELDED WIRE RETAINING WALL TO BE
SEALED BY A STRUCTURAL ENGINEER
LICENSED IN THE PROVINCE OF ONTARIO.
WELDED WIRE RETAINING WALL TO BE
SEALED BY A STRUCTURAL ENGINEER
LICENSED IN THE PROVINCE OF ONTARIO.
STEEL BEAM GUIDE RAIL AS PER OPSD 912.130
(height of 0.72 m from surface to top of guide rail;
embed to min. 0.9 m depth)
200 mm RIP-RAP (R10)
200 mm RIP-RAP (R10)
BEDDING:
150mm GRANULAR 'A'
CONCRETE HEAD WALL PER
OPSD 804.030 SEE DETAIL.
PROPOSED ARMOUR STONES
TIE EXISTING CHANNEL INTO RIP-RAP AT
CULVERT INLET C/W 100 MM TOPSOIL
AND SEED (STANDARD ROADSIDE MIX)
0.20m
0.20m
BACKFILL WITH MECHANICALLY STABILIZED EARTH
AS SPECIFIED IN RETAINING WALL DESIGN AND PER
GEOTECH RECOMMENDATION
BACKFILL WITH MECHANICALLY STABILIZED
EARTH (MSE) AS SPECIFIED IN RETAINING WALL
DESIGN AND PER GEOTECH RECOMMENDATION
PROPOSED SHOULDER
AND ROUNDING STRUCTURE
150mm - GRAN 'M' SURFACE
400mm - GRAN 'B' TYPE II SUBBASE
NON-WOVEN GEOTEXTILE
BEDDING:
300mm GRANULAR 'A' C/W CLASS
II NON-WOVEN GEOTEXTILE
MATERIAL AS PER OPSS 511
PROVIDE GRANULAR SEALING OF
ROUNDING PER OPSS.MUNI 305
PROVIDE GRANULAR SEALING OF
ROUNDING PER OPSS.MUNI 305
LACROIX ROAD
CULVERT
CLARENCE-ROCKLAND
~
PLAN & PROFILE
002
ISSUED FOR UTILITY CIRCULATIONAS/BWS2019-07-12
1
AS NOTED
PROJECT No.:
REVISION DATE:
REVISION No.:
19-5066A
2019-08-14
3
DESIGNED: AS
SCALE:
12 INTERNATIONAL DRIVE, PEMBROKE, ON
Phone: (613)735-2507, Fax:(613)735-4513
1150 MORRISON DRIVE, SUITE 410, OTTAWA, ON
Phone: (613)828-7800, Fax: (613)828-2600
APPROVED: SACHECKED: SA
DRAFTED: BWS
No.YYYY-MM-DD ENG/DRFT
REVISION COMMENTS
DW
G N
AM
E: J:\5-C
IV
IL\2019\19-5066A
- C
LA
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NC
E-R
OC
KLA
ND
- LA
CR
OIX
C
ULV
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T\05 D
RA
WIN
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\1 O
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OIN
G\D
ES
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N-08-30-2019.D
WG
LA
YO
UT
: P
LA
N&
PR
OF
ILE
S
AV
ED
O
N W
ednesday, S
eptem
ber 4, 2019
B
Y B
RY
AN
S
DW
G N
AM
E: J:\5-C
IV
IL\2019\19-5066A
- C
LA
RE
NC
E-R
OC
KLA
ND
- LA
CR
OIX
C
ULV
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T\05 D
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GS
\1 O
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OIN
G\D
ES
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N-08-30-2019.D
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: P
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N&
PR
OF
ILE
S
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ED
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ednesday, S
eptem
ber 4, 2019
DESIGN-08-30-2019.DWG
Jp2g Consultants Inc.
ENGINEERS ▪ PLANNERS ▪ PROJECT MANAGERS
THE POSITION OF POLE LINES, CONDUITS, WATERMAINS, SEWERS AND OTHER
UNDERGROUND AND OVERGROUND UTILITIES AND STRUCTURES IS NOT
NECESSARILY SHOWN ON THE CONTRACT DRAWING, AND, WHERE SHOWN, THE
ACCURACY OF THE POSITION OF SUCH UTILITIES AND STRUCTURES IS NOT
GUARANTEED. BEFORE STARTING WORK, THE CONTRACTOR SHALL INFORM
THEMSELVES OF THE EXACT LOCATION OF ALL SUCH UTILITIES AND STRUCTURES,
AND SHALL ASSUME ALL LIABILITY FOR DAMAGE TO THEM.
0 5 cm1:1
1:2500 2 4 6 8 10 m
PLAN VIEW
SCALE 1:250
PROFILE VIEW
SCALE HORIZONTAL 1:100SCALE VERTICAL 1:50
0 5 cm1:1
1:1000 1 2 3 4 5 m
0 5 cm1:1
1:500 0.5 1 1.5 2 2.5 m
ISSUED FOR REVIEWAS/BWS2019-07-26
2
ISSUED FOR TENDERAS/BWS2019-08-14
3
ISSUED FOR ADDENDUM#1AS/BWS2019-09-04
4