lacroix road culvert - clarence-rockland...jp2g reference no: 19-5066a lacroix road culvert dwg...
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Jp2g REFERENCE NO: 19-5066A
LACROIX ROAD CULVERT
DWG No. DESCRIPTION
001 LEGEND
DWG NAME: J:\5-CIVIL\2019\19-5066A - CLARENCE-ROCKLAND - LACROIX CULVERT\05 DRAWINGS\1 ONGOING\COVER.DWG LAYOUT: COVER SAVED ON August 15, 2019
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
Jp2g Consultants Inc.
ENGINEERS ▪ PLANNERS ▪ PROJECT MANAGERS
CITY OF CLARENCE-ROCKLAND
CLARENCE - ROCKLAND, ONTARIO
ISSUED FOR TENDER
2019-08-14
002 PLAN & PROFILE
PROJECT
LOCATION
003 REMOVALS AND REINSTATEMENTS
004
N.T.S
L
A
C
R
O
I
X
R
O
A
D
DETAILS
LEGEND
BORE HOLE
EXISTING GRADE ELEVATIONS
EXISTING ROAD SIGN
EXISTING HYDRO POLE
EXISTING POLE ANCHOR
EXISTING PEDESTAL (BELL/CABLE/OTHER)
EXISTING POLE
EXISTING DITCH INLET
EXISTING FIRE HYDRANT
BO
EXISTING FENCE LINE
EXISTING WOOD OUTLINE
EXISTING EDGE OF ROADWAY
EXISTING EDGE OF SHOULDER
EXISTING ROAD CENTERLINE
EXISTING TOP OF BANK
EXISTING TOE OF SLOPE
EXISTING DITCHLINE
EXISTING GUIDERAIL
EXISTING CULVERT
EXISTING UNDERGROUND BELL
EXISTING OVERHEAD WIRES
EXISTING WATERMAIN
EXISTING CONTOURS (0.5m INTERVAL)
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TSP
SIB
STANDARD IRON BAR
TOTAL STATION POINT
PROPERTY LINE / RIGHT-OF-WAY / EASEMENT
HP
AN
UB UB UB
OH OH
EXISTING DRAWING SYMBOLS
EXISTING DRAWING LINETYPES
CONTROL / MONUMENTS / PROPERTY / SURVEY
D D D D
W W W
NOTES:
LIMITS OF DRIVEWAY AND WALKWAY REMOVALS
SHOWN ARE APPROXIMATE. EXACT LIMITS SHALL BE
DETERMINED IN THE FIELD DURING CONSTRUCTION
BY THE CONTRACT ADMINISTRATOR.
DRIVEWAYS CONSTRUCTED WITH INTERLOCK BRICK
SHALL BE REMOVED CAREFULLY, AND BRICKS SHALL
BE SALVAGED FOR REINSTALLATION FOLLOWING
CONSTRUCTION.
TREES NOT MARKED FOR REMOVAL ARE TO BE
PROTECTED FROM DAMAGE AT ALL TIMES DURING
CONSTRUCTION. TRIM BRANCHES AS REQUIRED FOR
PROTECTED TREES.
1.
2.
ASPHALT ROADWAY
ASPHALT DRIVEWAY
SIDEWALK
X
ADJUST CATCH BASIN
PLUG
REMOVE SEWER , WATERMAIN , UTILITY
REMOVE CATCH BASIN, VALVE BOX
ADJUST MANHOLE , VALVES
EXCAVATION AREA
ASPHALT MILLING PARTIAL DEPTH
CONCRETE CURB
VALVE CHAMBER AND FIRE HYDRANT
REMOVALS AND ADJUSTMENTS
NOTES:
ACTUAL LIMIT OF NEW DRIVEWAY/WALKWAY
CONSTRUCTION TO BE DETERMINED IN THE FIELD BY
CONTRACT ADMINISTRATOR DURING CONSTRUCTION.
ACTUAL LIMIT OF NEW SOD AND GRADING TO BE
DETERMINED IN THE FIELD BY CONTRACT
ADMINISTRATOR DURING CONSTRUCTION.
1.
2.
CONCRETE
ASPHALT ROADWAY
100mm TOPSOIL C/W SEED
GRANULAR 'B' BACKFILL
R10 RIP-RAP
R50 RIP-RAP
GEOTEXTILE
GEOGRID
GEOGRID TIE BACKS
GRANULAR 'M' SHOULDER (150mm)
GRANULAR 'A' BEDDING
ASPHALT DRIVEWAY
REINSTATEMENT
PO
DI
FH
(STANDARD ROADSIDE MIX)
001
PROPOSED CLAY SEAL
THE CLAY SEAL TO BE CONSTRUCTED FULL WIDTH OF
TRENCH, FROM TRENCH BOTTOM TO BOTTOM OF
SUBGRADE. CLAY SEAL TO CONSIST OF COMPACTABLE
CLAY MATERIAL PLACED IN LIFTS NO THICKER THAN 300mm
AND COMPACTED TO AT LEAST 95% SPMDD. CLAY TO BE
IMPORTED. ALTERNATIVELY, A CEMENT/BENTONITE
MATERIAL COULD BE USED AS A SUBSTITUE FOR CLAY AS
APPROVED BY GEOTECHNICAL ENGINEER.
LACROIX ROAD
CULVERT
CLARENCE-ROCKLAND
~
LEGEND
001
ISSUED FOR UTILITY CIRCULATIONAS/BWS2019-07-12
1
N.T.S
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
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LEGEND.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.
DESCRIPTIONPOINT
EastingNorthing
COORDINATES
ELEVATION
CONTROL POINT SCHEDULE - LACROIX ROAD
LOCATION
LACROIX ROAD #1
#2
NAIL
RIB
UTM, ZONE 18, NAD 83 (CSRS)
5032845.476
5032851.480
483294.493
483292.222
73.460
73.149
DIMENSIONS SHOWN ARE GROUND DISTANCES
#3 MAGNAIL 5032837.795 483274.855 73.085
LACROIX ROAD
LACROIX ROAD
01 THE CONTRACTOR SHALL IMPLEMENT BEST
MANAGEMENT PRACTICES TO PROVIDE FOR
PROTECTION OF THE AREA DRAINAGE SYSTEM AND
THE RECEIVING WATER COURSE, DURING
CONSTRUCTION ACTIVITIES; THIS INCLUDES LIMITING
THE AMOUNT OF EXPOSED SOIL, INSTALLING SILT
FENCES AND OTHER EFFECTIVE SEDIMENT TRAPS,
AND INSTALLING AND MAINTAINING MUD MATS FOR
OUTGOING CONSTRUCTION TRAFFIC DURING
CONSTRUCTION ACTIVITIES.
02 PREVENT SOIL LOSS DURING CONSTRUCTION (BY
STORM WATER RUNOFF OR WIND EROSION).
03 PROTECT TOPSOIL BY STOCKPILING FOR REUSE.
04 PREVENT SEDIMENTATION OF DITCHES AND
RECEIVING STREAMS.
05 PREVENT AIR POLLUTION FROM DUST AND
PARTICULATE MATTER.
06 INSTALL FILTER BAG INSERT IN ALL STORM
MANHOLES AND CATCH BASINS IMPACTED DURING
CONSTRUCTION.
07 SEDIMENT AND EROSION CONTROL MEASURES MAY
BE MODIFIED IN THE FIELD AT THE DISCRETION OF
THE CONTRACT ADMINISTRATOR OR CONSERVATION
AUTHORITY.
08 THE CONTRACTOR ACKNOWLEDGES THAT FAILURE
TO IMPLEMENT APPROPRIATE EROSION AND
SEDIMENTATION CONTROL MEASURES MAY BE
SUBJECT TO PENALTIES IMPOSED BY ANY
APPLICABLE REGULATORY AGENCY.
09 CONTRACTOR TO SUBMIT AND OBTAIN APPROVAL
FROM CA FOR EROSION AND SEDIMENT CONTROL
PLAN PRIOR TO COMMENCING WORK.
EROSION AND SEDIMENT CONTROL
01 THE CONTRACTOR IS RESPONSIBLE FOR CHECKING
AND VERIFYING ALL DIMENSIONS WITH RESPECT TO
SITE CONDITIONS AND ALL MATERIALS TO THE
PROJECT. ANY DISCREPANCY SHALL BE REPORTED
TO THE ENGINEER.
02 THIS DRAWING IS TO BE READ IN CONJUNCTION
WITH ALL MATERIAL RELEVANT TO THE PROJECT.
03 DO NOT SCALE DRAWINGS.
04 CONTRACTOR MUST COMPLY WITH LOCAL BY-LAWS,
CANADIAN CONSTRUCTION SAFETY CODE AND ALL
REGULATIONS SET BY AUTHORITIES HAVING
JURISDICTION. IN CASE OF CONFLICT OR
DISCREPANCY, THE MORE STRINGENT
REQUIREMENTS SHALL APPLY.
05 CONTRACTOR RESPONSIBLE FOR OBTAINING ALL
REQUIRED UTILITY LOCATES, INSPECTIONS,
PERMITS, AND APPROVALS, INCLUDING ALL
ASSOCIATED COSTS. LOCATION OF EXISTING
UTILITIES ARE APPROXIMATE ONLY AND BASED ON
BEST AVAILABLE INFORMATION.
06 CONTRACTOR TO REINSTATE TO MATCH EXISTING
CONDITIONS WHILE PROVIDING POSITIVE DRAINAGE
(MIN 2%) AWAY FROM ROADWAY AND RETAINING
WALL AND TO DRAINAGE DITCHES OR WATERCOURSE
07 REFER TO GEOTECHNICAL REPORT FOR SLOPE
STABILITY AND SOIL PROPERTY INFORMATION.
08 COORDINATE PRIVATE PROPERTY ACCESS WITH
PRIVATE PROPERTY OWNERS.
09 IF CONSTRUCTION ACTIVITY AT PERIMETER OF WORK
AREA ENCROACHES ON DRIP LINE OF EXISTING TREES,
CONTRACTOR TO INSTALL TREE PROTECTION
BARRIER PER OPSD 220.010 AT DRIP LINE.
05 CONTRACTOR RESPONSIBLE FOR OBTAINING ALL
REQUIRED UTILITY LOCATES, INSPECTIONS,
PERMITS, AND APPROVALS, INCLUDING ALL
ASSOCIATED COSTS. LOCATION OF EXISTING
UTILITIES ARE APPROXIMATE ONLY AND BASED ON
BEST AVAILABLE INFORMATION.
GENERAL NOTES
ISSUED FOR REVIEWAS/BWS2019-07-26
2
ISSUED FOR TENDERAS/BWS2019-08-14
3
TSP
TSP
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OHOH
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UBUB
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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
4
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
RE-ALIGN EXISTING DITCH C/W R10 RIP-RAP
TO TIE INTO PROPOSED CHANNEL
>
>
>
E
L
:
7
2
.
4
0
E
L
:
7
1
.
8
0
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:
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3
.
0
0
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L
:
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1
.
4
7
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:
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2
.
8
2
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L
:
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2
.
8
1
E
L
:
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9
.
9
6
E
L
:
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0
.
9
0E
L
:
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1
.
6
7
E
L
:
7
3
.
2
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E
L
:
7
2
.
9
6
E
L
:
7
3
.
1
1
E
L
:
7
2
.
9
5
E
L
:
7
3
.
1
5
E
L
:
7
0
.
6
5
E
L
:
7
3
.
1
4
E
L
:
7
3
.
0
4
E
L
:
7
2
.
9
2
EL: 73.04
E
L
:
7
2
.
9
2
E
L
:
7
0
.
9
7
E
L
:
7
3
.
2
7
E
L
:
7
3
.
3
7
E
L
:
7
3
.
2
7
E
L
:
7
3
.
1
5
E
L
:
7
2
.
3
0
E
L
:
7
3
.
0
5
E
L
:
7
3
.
2
1
E
L
:
7
3
.
5
0
E
L
:
7
3
.
3
7
E
L
:
7
3
.
4
0
E
L
:
7
2
.
9
4
PROVIDE RIP-RAP (R10) ALONG
EXISTING DITCH TO TIE INTO
EXISTING CHANNEL
E
L
:
7
3
.
2
4
66
68
70
72
74
76
66
68
70
72
74
76
1+
00
0
1+
00
5
1+
01
0
1+
01
5
1+
02
0
1+
02
5
1+
03
0
1+
03
5
1+
04
0
1+
04
4
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
RE
NC
E-R
OC
KLA
ND
- LA
CR
OIX
C
ULV
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\1 O
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N-08-14-2019 - A
WS
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LA
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LA
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PR
OF
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AV
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ugust 16, 2019
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DW
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- C
LA
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KLA
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- LA
CR
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OF
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AV
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ugust 16, 2019
DESIGN-08-14-2019 - AWS.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
TSP
TSP
DI
BO
BOBO
BO
DI
HP
HP
AN
A
N
PO
FH
HP
HP
A
N
D
D
D
D
D
UBUBUBUB
U
B
D
D
D
DD
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
DD
DD
D
D
D
D
D
D
D
D
DD
DD
DD
DD
DD
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
WW
WW
WW
WW
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
UB
UB
UB
UB
UBUB
UBUB
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UB
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UB
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UB UB UB UB UB UB UB UBUB UB
DDDDDDD
DD
D
D
D
D
D
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D
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D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
OHOH
OHOH
OHOH
OHOH
OHOH
OHOH
OHOH
OHOH
OHOH
OHOH
OHOH
OHOH
OH
UBUB
D
D
D
D
D
TSP
AN
HP
A
N
SIB
D
D
D
D
D
OH
OH
OH
|
i
|
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|
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|
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|
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LACROIX ROAD
#1
#3
#1
#2
#3
#4
#2
TSP
TSP
DI
BO
BOBO
BO
DI
HP
HP
AN
A
N
PO
FH
HP
HP
A
N
UBUBUBUB
U
B
WW
WW
WW
WW
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
UB
UB
UB
UB
UBUB
UBUB
UBUBUB
UB
UB
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U
B
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UBUB
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UB
U
B
U
B
UB
UB
UB
UB
UB UB UB UB UB UB UB UB UB UB
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
OHOH
OHOH
OHOH
OHOH
OHOH
OHOH
OHOH
OHOH
OHOH
OHOH
OHOH
OHOH
OH
UBUB
TSP
AN
HP
A
N
SIB
OH
OH
OH
|
i
|
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|
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|
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|
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|
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|
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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
4
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
RE-ALIGN EXISTING DITCH C/W R10 RIP-RAP
TO TIE INTO PROPOSED CHANNEL
>
>
>
E
L
:
7
2
.
4
0
E
L
:
7
1
.
8
0
E
L
:
7
3
.
0
0
E
L
:
7
1
.
4
7
E
L
:
7
2
.
8
2
E
L
:
7
2
.
8
1
E
L
:
6
9
.
9
6
E
L
:
7
0
.
9
0E
L
:
7
1
.
6
7
E
L
:
7
3
.
2
7
E
L
:
7
2
.
9
6
E
L
:
7
3
.
1
1
E
L
:
7
2
.
9
5
E
L
:
7
3
.
1
5
E
L
:
7
0
.
6
5
E
L
:
7
3
.
1
4
E
L
:
7
3
.
0
4
E
L
:
7
2
.
9
2
EL: 73.04
E
L
:
7
2
.
9
2
E
L
:
7
0
.
9
7
E
L
:
7
3
.
2
7
E
L
:
7
3
.
3
7
E
L
:
7
3
.
2
7
E
L
:
7
3
.
1
5
E
L
:
7
2
.
3
0
E
L
:
7
3
.
0
5
E
L
:
7
3
.
2
1
E
L
:
7
3
.
5
0
E
L
:
7
3
.
3
7
E
L
:
7
3
.
4
0
E
L
:
7
2
.
9
4
PROVIDE RIP-RAP (R10) ALONG
EXISTING DITCH TO TIE INTO
EXISTING CHANNEL
E
L
:
7
3
.
2
4
LACROIX ROAD
CULVERT
CLARENCE-ROCKLAND
~
REMOVALS & REINSTATEMENTS
003
ISSUED FOR REVIEWAS/BWS2019-07-26
1
1:250
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
RE
NC
E-R
OC
KLA
ND
- LA
CR
OIX
C
ULV
ER
T\05 D
RA
WIN
GS
\1 O
NG
OIN
G\D
ES
IG
N-08-14-2019 - A
WS
.D
WG
LA
YO
UT
: R
EM
&R
ST
S
AV
ED
O
N A
ugust 16, 2019
B
Y A
LE
XS
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
ER
T\05 D
RA
WIN
GS
\1 O
NG
OIN
G\D
ES
IG
N-08-14-2019 - A
WS
.D
WG
LA
YO
UT
: R
EM
&R
ST
S
AV
ED
O
N A
ugust 16, 2019
DESIGN-08-14-2019 - AWS.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
REMOVALS
SCALE 1:250
REINSTATEMENTS
SCALE 1:250
CONTRACTOR TO LOCATE AND
REMOVE EXISTING CULVERT
PROPOSED SINGLE RAIL STEEL BEAM
GUIDE RAIL W/ WOODEN POSTS AS
PER OPSD 912.140
PROPOSED SINGLE RAIL STEEL
BEAM GUIDE RAIL PER OPSD 912.140
STEEL BEAM GUIDE RAIL APPROACH
END TREATMENT PER OPSD 922.531
STEEL BEAM GUIDE RAIL LEAVING END
TREATMENT AS PER OPSD 922.530
ASPHALT SAW CUT AS PER
DETAIL ON DRAWING 004.
ASPHALT SAW CUT AS PER
DETAIL ON DRAWING 004.
10:1 TAPER TO TIE INTO EXISTING
EDGE OF ASPHALT
10:1 TAPER TO TIE INTO EXISTING
EDGE OF ASPHALT
10:1 TAPER TO TIE INTO EXISTING
EDGE OF ASPHALT
STEEL BEAM GUIDE RAIL AT ENTRANCE
AS PER OPSD 912.531 C/W ENERGY
ATTENUATING TERMINAL SYSTEM AS
PER OPSD 922.430
MATCH REINSTATED AREA TO EXISTING
CONDITIONS c/w 100mm TOPSOIL LAYER &
SEED (STANDARD ROADSIDE MIX).
COORDINATE PRIVATE PROPERTY ACCESS
WITH OWNER.
MATCH REINSTATED AREA TO EXISTING
CONDITIONS c/w 100mm TOPSOIL LAYER &
SEED (STANDARD ROADSIDE MIX).
COORDINATE PRIVATE PROPERTY ACCESS
WITH OWNER.
REINSTATE EMBANKMENT SURFACE
C/W 200 mm RIP-RAP (R10)
REINSTATE SHOULDERS
AND ROUNDING W/
GRANULAR 'M'
ISSUED FOR TENDERAS/BWS2019-08-14
2
ISSUED FOR UTILITY CIRCULATIONAS/BWS2019-07-12
3
STEEL BEAM GUIDE RAIL LEAVING END
TREATMENT AS PER OPSD 922.530
LACROIX ROAD
CULVERT
CLARENCE-ROCKLAND
~
DETAILS
004
ISSUED FOR REVIEWAS/BWS2019-07-26
1
N.T.S
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
RE
NC
E-R
OC
KLA
ND
- LA
CR
OIX
C
ULV
ER
T\05 D
RA
WIN
GS
\1 O
NG
OIN
G\D
ET
AILS
08-14-2019 - A
WS
.D
WG
LA
YO
UT
: D
ET
AILS
S
AV
ED
O
N A
ugust 15, 2019
B
Y A
LE
XS
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
ER
T\05 D
RA
WIN
GS
\1 O
NG
OIN
G\D
ET
AILS
08-14-2019 - A
WS
.D
WG
LA
YO
UT
: D
ET
AILS
S
AV
ED
O
N A
ugust 15, 2019
DETAILS 08-14-2019 - AWS.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.
BEDDING PER STRUCTURAL
ENGINEER AND GEOTECHNICAL
RECOMMENDATIONS
WELDED WIRE RETAINING
WALL TO BE SEALED BY
STRUCTURAL ENGINEER IN THE
PROVINCE OF ONTARIO
WELDED WIRE RETAINING WALL DETAIL
(N.T.S.)
900mmØ HDPE CULVERT
C/W HEADWALL PER
OPSD 804.030
50mm HL4 SURFACE COURSE
150mm GRANULAR 'A' BASE
400mm GRANULAR 'B' TYPE II SUBBASE
NON-WOVEN GEOTEXTILE
1
1
1
1
1.5 1.5
MATCH
EXISTING
SURFACE
TREATMENT
MATCH
EXISTING
SURFACE
TREATMENT
C
L
13.55 13.55
7.13
PROPOSED 900mm Ø
HDPE CULVERT
300mm GRANULAR 'A' BEDDING
OPSS 1860 CLASS II WOVEN
GEOTEXTILE
GRANULAR 'A' SURROUND
NATIVE FILL OR SELECT
SUBGRADE MATERIAL PER
GEOTECH RECOMMENDATION
NATIVE FILL OR SELECT
SUBGRADE MATERIAL PER
GEOTECH RECOMMENDATION
FROST PENETRATION LINE FROST PENETRATION LINE
TYPICAL CROSS SECTION
CENTERLINE OF PROFILE VIEW
(N.T.S.)
3.5m 3.5m
C
L
3.0%
3.0%
ROADWAY REINSTATEMENT
50mm - HL4 SURFACE COURSE
150mm - GRANULAR 'A' BASE
400mm - GRANULAR 'B' BASE
NON- WOVEN GEOTEXTILE
1.0m1.0m 1.0m 1.0m
6.0
%6.0
%
2
:
1
S
L
O
P
E
2
:
1
S
L
O
P
E
PROPOSED ROADWAY CROSS SECTION
(N.T.S.)
HEIGHT VARIES TO
TIE INTO EXISTING
WIDTH VARIES TO TIE INTO EXISTING GROUND
TIE-IN TO CONCRETE HEAD WALL
(N.T.S.)
4.8m
BEDDING PER STRUCTURAL
ENGINEER AND GEOTECH
RECOMMENDATION
RIP-RAP(R50) PROTECTION AT INLET
AND OUTLET PER OPSD 810.010 C/W
OPSS 1860 CLASS II NON-WOVEN
GEOTEXTILE
CLASS II WOVEN GEOTEXTILE
(TYP.) PER OPSS 1860
TERRAFIX BIAXIAL GEOGRID TBX
3000 OR APPROVED EQUIVALENT
900mmØ HDPE CULVERT
CONCRETE HEADWALL C/W STEEL
REINFORCEMENT PER OPSD 804.030
MATCH REINSTATED AREA
TO EXISTING CONDITION
c/w 100mm TOPSOIL
LAYER & HYDROSEED
MATCH REINSTATED AREA
TO EXISTING CONDITION
c/w 100mm TOPSOIL
LAYER & HYDROSEED
S
L
O
P
E
V
A
R
I
E
S
-
P
R
O
V
I
D
E
P
O
S
I
T
I
V
E
D
R
A
I
N
A
G
E
T
O
W
A
T
E
R
C
O
U
R
S
E
S
L
O
P
E
V
A
R
I
E
S
-
P
R
O
V
I
D
E
P
O
S
I
T
I
V
E
D
R
A
I
N
A
G
E
T
O
W
A
T
E
R
C
O
U
R
S
E
SHOULDER AND ROUNDING
REINSTATEMENT
150mm - GRANULAR 'M' SURFACE
400mm - GRANULAR 'B' BASE
NON- WOVEN GEOTEXTILE
ISSUED FOR TENDERAS/BWS2019-08-14
2
DITCH RE-ALIGNMENT CROSS-SECTION
(N.T.S.)
MATCH REINSTATED AREA
TO EXISTING CONDITION
c/w 100mm TOPSOIL
LAYER & HYDROSEED
MATCH REINSTATED AREA
TO EXISTING CONDITION
c/w 100mm TOPSOIL
LAYER & HYDROSEED
S
L
O
P
E
V
A
R
I
E
S
-
P
R
O
V
I
D
E
P
O
S
I
T
I
V
E
D
R
A
I
N
A
G
E
T
O
D
I
T
C
H
S
L
O
P
E
V
A
R
I
E
S
-
P
R
O
V
I
D
E
P
O
S
I
T
I
V
E
D
R
A
I
N
A
G
E
T
O
D
I
T
C
H
MIN. 0.45 m
MIN. 0.15 m
100 mm RIP RAP (R10)
APPROX. 5 m AT
CULVERT
3
ISSUED FOR UTILITY CIRCULATIONAS/BWS2019-07-12