new produced by an autodesk educational product · 2014. 6. 6. · 90 90 90 91 92 92 92 93 94 94 94...
TRANSCRIPT
N
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRO
DU
CED
BY
AN
AU
TOD
ESK
ED
UC
ATI
ON
AL
PRO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRO
DU
CED
BY A
N A
UTO
DESK
EDU
CA
TION
AL PR
OD
UC
T
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
90
90
90
91
92
92
92
93
94
94
94
95
96
96
96
97
98
98
98
0+
010
0+
020
0+
030
0+
040
0+
050
0+
060
0+
070
0+
080
0+
090
0+
100
0+
110
0+
120
0+
130
0+
140
0+
150
0+
160
0+
170
0+
180
0+
190
0+
200
0+
210
0+
220
0+
230
0+
240
0+
250
0+
260
0+
270
0+
280
0+
290
0+
300
0+
310
-2.00%
2
.
0
0
%
0
.9
5
%
-0.88%
STA:0+000.000
HIGH PT STA: 0+051.500
HIGH PT ELEV: 94.98
PVI STA:0+047.000
PVI ELEV:94.94
K:8.57
LVC:9.00
BVCS: 0+042.500
BVCE: 94.85
EVCS: 0+051.500
EVCE: 94.98
HIGH PT STA: 0+189.615
HIGH PT ELEV: 96.24
PVI STA:0+189.200
PVI ELEV:96.29
K:12.02
LVC:22.00
BVCS: 0+178.200
BVCE: 96.19
EVCS: 0+200.200
EVCE: 96.20
LOW PT STA: 0+331.034
LOW PT ELEV: 95.05
PVI STA:0+331.422
PVI ELEV:95.04
K:0.69
LVC:2.00
BVCS: 0+330.422
BVCE: 95.05
EVCS: 0+332.422
EVCE: 95.06
LOW PT STA: 0+007.000
LOW PT ELEV: 94.18
PVI STA:0+007.000
PVI ELEV:94.14
K:1.75
LVC:7.00
BVCS:0+003.500
BVCE: 94.21
EVCS: 0+010.500
EVCE: 94.21
DI-04
RIM:93.42
INV OUT:91.60 250mm Reinforced Concrete
38.68m of 250 mm Concrete Pipe @ 0.50%
28.1
0m
of 2
50 m
m C
oncre
te P
ipe @
0.5
0%
5.92m of 200 mm Concrete Pipe @ 0.50%
11.89m of 200 mm Concrete Pipe @ 0.50%4.89m of 200 mm Concrete Pipe @ 0.50%
45.4
8m
of 2
50 m
m C
oncre
te P
ipe @
0.5
0%
MH-11
RIM:95.39
INV IN:92.03 250mm Reinforced Concrete
INV IN:90.87 250mm Reinforced Concrete
INV OUT:90.77 250mm Reinforced Concrete
12.36m of 250 mm Concrete Pipe @ 0.50%
35.2
5m
of 2
50 m
m C
oncre
te P
ipe @
0.5
0%
INV OUT:93.09 200mm Reinforced Concrete
INV IN:90.60 250mm Reinforced Concrete
INV IN:93.08 200mm Reinforced Concrete
INV IN:93.06 200mm Reinforced Concrete
INV OUT:90.50 250mm Reinforced Concrete
9.60m of 250 mm Concrete Pipe @ 0.50%
MH-10
RIM:95.79
INV IN:91.20 250mm Reinforced Concrete
INV IN:93.78 200mm Reinforced Concrete
INV IN:93.74 200mm Reinforced Concrete
INV OUT:91.10 250mm Reinforced Concrete
MH-02
RIM:94.40
INV IN:92.27 250mm Reinforced Concrete
INV IN:92.18 200mm Reinforced Concrete
INV IN:92.32 200mm Reinforced Concrete
INV OUT:92.17 250mm Reinforced Concrete
CB-07
RIM:96.05
INV OUT:94.07 200mm Reinforced Concrete
CB-08
RIM:96.06
INV OUT:94.09 200mm Reinforced Concrete
17.86m of 250 mm Concrete Pipe @ 0.82%
6.03m of 200 mm Concrete Pipe @ 1.50%
2.76m of 200 mm Concrete Pipe @ 0.50%
9.68m of 250 mm Concrete Pipe @ 1.42%
29.51m
of 250 m
m
Concrete Pip
e @
0.77%
MH-06
RIM:95.61
INV IN:93.44 250mm Reinforced Concrete
INV IN:93.60 200mm Reinforced Concrete
INV IN:93.69 200mm Reinforced Concrete
INV OUT:93.34 250mm Reinforced Concrete
CB-05
RIM:95.60
INV OUT:93.69 200mm Reinforced Concrete
CB-06
RIM:95.59
INV OUT:93.62 200mm Reinforced Concrete
CB-01
RIM:94.32
INV OUT:92.34 200mm Reinforced Concrete
CB-02
RIM:94.18
INV IN:92.11 250mm Reinforced Concrete
INV OUT:92.22 200mm Reinforced Concrete
DI-03
RIM:94.37
INV OUT:92.53 250mm Reinforced Concrete
6.33m of 200 mm Concrete Pipe @ 0.50%
4.49m of 200 mm Concrete Pipe @ 0.60%
9.23m of 250 mm Concrete Pipe @ 4.50%
MH-03
RIM:95.05
INV IN:92.72 250mm Reinforced Concrete
INV OUT:92.69 250mm Reinforced Concrete
MH-04
RIM:95.16
INV IN:92.87 250mm Reinforced Concrete
INV OUT:92.77 250mm Reinforced Concrete
MH-05
RIM:95.19
INV IN:93.01 250mm Reinforced Concrete
INV IN:93.17 200mm Reinforced Concrete
INV IN:93.27 200mm Reinforced Concrete
INV OUT:92.91 250mm Reinforced Concrete
5.19m of 200 mm Concrete Pipe @ 0.50%
3.05m of 200 mm Concrete Pipe @ 2.50%
CB-03
RIM:95.18
INV OUT:93.34 200mm Reinforced Concrete
CB-04
RIM:95.17
INV OUT:93.20 200mm Reinforced Concrete
4
4
.5
6
m
of 2
5
0
m
m
C
on
crete Pip
e @
0
.9
5
%
10.25m of 250 mm Concrete Pipe @ 0.45%
8.65m of 250 mm Concrete Pipe @ 0.50%
42.90m
of 250 m
m
Concrete Pip
e @
0.77%
DI-05
RIM:93.83
INV OUT:92.09 250mm Reinforced Concrete
CB-10
RIM:95.76
INV OUT:93.80 200mm Reinforced Concrete
DCB-01
RIM:95.77
INV IN:93.77 200mm Reinforced Concrete
INV OUT:93.80 200mm Reinforced Concrete
MH-09
RIM:96.05
INV IN:91.40 250mm Reinforced Concrete
INV OUT:91.34 250mm Reinforced Concrete
CB-09
RIM:95.77
INV OUT:93.80 200mm Reinforced Concrete
1.05m of 200 mm Concrete Pipe @ 0.50%
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9
6
.
5
2
9
3
.
6
7
4
3
9
6
.
3
8
9
3
.
5
3
4
4
9
6
.
2
5
9
3
.
4
0
4
5
9
5
.
5
0
9
5
.
0
0
9
5
.
0
0
9
5
.
5
0
9
6
.
0
0
9
6
.
5
0
9
6
.
0
0
9
5
.
5
0
9
5
.
0
0
9
5
.
0
0
9
4
.
5
0
9
5
.
0
0
9
5
.
0
0
9
5
.
0
0
9
6
.
0
0
9
5
.
5
0
9
6
.
5
0
9
6
.
0
0
9
5
.
5
0
9
6
.
0
0
9
6
.
0
0
9
5
.
0
0
9
6
.
5
0
9
6
.
5
0
3
:
1
3
:
1
3
:
1
3
:
1
3
:
1
95.00
9
5
.
5
0
0
.
9
8
%
0.50%
0
.
5
0
%
0.50%
0
.
5
0
%
0.50%
1
.
4
0
%
1.16%
94.40
94.80
95.07
95.26
95.64
95.45
95.83
96.00
96.19
96.20
96.04
95.88
95.87
95.69
95.51
95.33
95.14
95.88
96.00
96.12
96.13
0+000
0
+
0
2
0
0
+
0
4
0
0
+
0
6
0
0
+
0
8
0
0
+
0
1
0
0
+
0
3
0
0
+
0
5
0
0
+
0
7
0
0+335
0
+
0
2
0
0
+
0
4
0
0
+
0
6
0
0+080
0
+
1
0
0
0
+
1
2
0
0
+
1
4
0
0
+
1
6
0
0+180
0+200
0
+
2
2
0
0+240
0
+
2
6
0
0
+
2
8
0
0
+
3
0
0
0
+
3
2
0
0+010
0
+
0
3
0
0
+
0
5
0
0+070
0
+
0
9
0
0
+
1
1
0
0
+
1
3
0
0
+
1
5
0
0+170
0
+
1
9
0
0
+
2
1
0
0+230
0+250
0
+
2
7
0
0
+
2
9
0
0
+
3
1
0
0+330
95.00
DES
REV: 0SCALE 1 : 500
SFD
P.P.
DESIGN 2013-XX-XX
DATE REVISION DESCRIPTION CHKCAD RVWREV
APPROVED APPROVED APPROVED
PROJECT
TITLE
THE FMS CIVIL TECH COMPANY
GREAT THRILLS SUBDIVISION
BELLEVILLE, ONTARIO
PROJECT NO: ASSIGNMENT 7
P.P.
SFD
FIGURE
2013-XX-XX
CAD
CHECK
2013-XX-XX
REVIEW
GEODETIC BENCHMARKS
2013-XX-XX
VERTICAL CONTROL MONUMENT:
STATION 00819698047 (A.K.A. 47-69): CONCRETE
BRIDGE CARRYING SIDNEY ST OVER HWY 401, 1.1 KM
WEST OF INTERCHANGE 91 (JCT OF HWYS 401 AND 14)
AT BELLEVILLE, 3.1 KM EAST OF INTERCHANGE 90
(WALLBRIDGE RD. TABLET IS SET HORIZONTALLY IN N.E.
FACE OF MIDDLE CONCRETE PILLAR AT SOUTH END O
FBRIDGE, 61 CM ABOVE
GROUND LEVEL AND 18.3 M SOUTH OF CENTER LINE OF
HWY 401. FIRST ORDER CONTROL, ELEVATION: 98.011
VERTICAL CONTROL POINTS AT SITE:
RIB AT SE CORNER OF INTERSECTION OF BELL BLVD
AND SIDNEY ST; 1.75 M SOUTH OF BACK OF CURB ON
BELL BLVD AT POINT WHERE CURB BENDS TOWARD
SIDNEY ST; ELEVATION: 95.278
CC ON TOP OF THE CURB ALONG AND CLOSEST TO THE
NO FRILLS BUILDING ON NO FRILLS LANE; CC ON A
PROJECTED LINE PERPENDICULAR TO THE FRONT FACE
OF THE BUILDING; ELEVATION 94.983
N
SCALE 1:500 METERS
30 600 30
LEGEND:
EXISTING WATER MAIN
EXISTING SANTITARY SEWER
EXISTING STORM SEWER
C\L OF EXISTING ROAD
EXISTING RIGHT OF WAY
MH
SAN
SAN
WTR MAIN
WTR MAIN
STRM
STRM
STRM STRM
BLDG 2012
HIGHWAY
TECH 2
S. F. DECARO
EXISTING STORM/SANITARY MANHOLE
CB
EXISTING STORM CATCHBASIN
C\L OF PROPOSED ROAD(S)
BVC: XX.XX
LP: XX.XX
EVC: XX.XX
JCT: XX.XX
PROPOSED ELEVATION AT BEGINNING OF VERTICAL CURVE
PROPOSED ELEVATION AT LOW POINT OF VERTICAL CURVE
PROPOSED ELEVATION AT END OF VERTICAL CURVE
PROPOSED ELEVATION AT INTERSECTION OF ALIGNMENTS
93.23 EXISTING ELEVATION AT CONTOUR OR SPOT
94.69 PROPOSED ELEVATION AT CONTOUR OR SPOT
FF:94.69
USF:94.69
95.34
PROPOSED FINISHED FLOOR ELEVATION
PROPOSED UNDERSIDE OF FOOTING ELEVATION (FF - 2.85)
PROPOSED ELEVATION AT FRONT OF HOUSE
NOTES:
1. MH-01 TO TIE INTO EXISTING STORM ON SIDNEY STREET
2. MH-13 TO TIE INTO SWMP AT END OF NO THRILLS LANE
3 MH-16 TO TIE INTO EXISTING STORM ON BELL BOULEVARD
4. DI-01 TO TIE INTO EXISTING STORM ON SIDNEY STREET
5. DI-02 TO TIE INTO EXISTING STORM ON BELL BOULEVARD
D PROPOSED STORM MANHOLE
PROPOSED STORM DOUBLE CATCHBASIN
PROPOSED STORM CATCHBASIN/DITCH INLET
FILE: V2013_03_22-R5.DWG
13-0001-PP1
FILE: V2013_03_22-R5.DWG
PLAN AND PROFILE - BEND ROAD
Stations 0+000 to 0+170
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
Elevation
Bend Rd
90
90
90
91
92
92
92
93
94
94
94
95
96
96
96
97
98
98
98
0+
040
0+
050
0+
060
0+
070
0+
080
0+
090
0+
100
0+
110
0+
120
0+
130
0+
140
0+
150
0+
160
0+
170
0+
180
0+
190
0+
200
0+
210
0+
220
0+
230
0+
240
0+
250
0+
260
0+
270
0+
280
0+
290
0+
300
0+
310
0+
320
0+
330
0+
340
2.00%
0
.9
5
%
-0.88%
STA:0+334.720
ELEV:95.11
HIGH PT STA: 0+051.500
HIGH PT ELEV: 94.98
PVI STA:0+047.000
PVI ELEV:94.94
K:8.57
LVC:9.00
BVCS: 0+042.500
BVCE: 94.85
EVCS: 0+051.500
EVCE: 94.98
HIGH PT STA: 0+189.615
HIGH PT ELEV: 96.24
PVI STA:0+189.200
PVI ELEV:96.29
K:12.02
LVC:22.00
BVCS: 0+178.200
BVCE: 96.19
EVCS: 0+200.200
EVCE: 96.20
LOW PT STA: 0+331.034
LOW PT ELEV: 95.05
PVI STA:0+331.422
PVI ELEV:95.04
K:0.69
LVC:2.00
BVCS: 0+330.422
BVCE: 95.05
EVCS: 0+332.422
EVCE: 95.06
LOW PT STA: 0+007.000
LOW PT ELEV: 94.18
PVI STA:0+007.000
BVCS:0+003.500
EVCS: 0+010.500
DI-04
RIM:93.42
INV OUT:91.60 250mm Reinforced Concrete
38.68m of 250 mm Concrete Pipe @ 0.50%
28.1
0m
of 2
50 m
m C
oncre
te P
ipe @
0.5
0%
5.92m of 200 mm Concrete Pipe @ 0.50%
11.89m of 200 mm Concrete Pipe @ 0.50%
4.89m of 200 mm Concrete Pipe @ 0.50%
45.4
8m
of 2
50 m
m C
oncre
te P
ipe @
0.5
0%
MH-11
RIM:95.39
INV IN:92.03 250mm Reinforced Concrete
INV IN:90.87 250mm Reinforced Concrete
INV OUT:90.77 250mm Reinforced Concrete
12.36m of 250 mm Concrete Pipe @ 0.50%
35.2
5m
of 2
50 m
m C
oncre
te P
ipe @
0.5
0%
CB-11
RIM:95.06
INV OUT:93.09 200mm Reinforced Concrete
MH-12
RIM:95.09
INV IN:90.60 250mm Reinforced Concrete
INV IN:93.08 200mm Reinforced Concrete
INV IN:93.06 200mm Reinforced Concrete
INV OUT:90.50 250mm Reinforced Concrete
4.93m of 200 mm Concrete Pipe @ 0.50%
9.60m of 250 mm Concrete Pipe @ 0.50%
CB-12
RIM:95.06
INV OUT:93.08 200mm Reinforced Concrete
MH-13
RIM:95.08
INV IN:90.45 250mm Reinforced Concrete
MH-10
RIM:95.79
INV IN:91.20 250mm Reinforced Concrete
INV IN:93.78 200mm Reinforced Concrete
INV IN:93.74 200mm Reinforced Concrete
INV OUT:91.10 250mm Reinforced Concrete
INV IN:92.27 250mm Reinforced Concrete
INV IN:92.18 200mm Reinforced Concrete
INV IN:92.32 200mm Reinforced Concrete
INV OUT:92.17 250mm Reinforced Concrete
CB-07
RIM:96.05
INV OUT:94.07 200mm Reinforced Concrete
CB-08
RIM:96.06
INV OUT:94.09 200mm Reinforced Concrete
6.03m of 200 mm Concrete Pipe @ 1.50%
2.76m of 200 mm Concrete Pipe @ 0.50%
9.68m of 250 mm Concrete Pipe @ 1.42%
29.51m
of 250 m
m
Concrete Pip
e @
0.77%
MH-06
RIM:95.61
INV IN:93.44 250mm Reinforced Concrete
INV IN:93.60 200mm Reinforced Concrete
INV IN:93.69 200mm Reinforced Concrete
INV OUT:93.34 250mm Reinforced Concrete
CB-05
RIM:95.60
INV OUT:93.69 200mm Reinforced Concrete
CB-06
RIM:95.59
INV OUT:93.62 200mm Reinforced Concrete
INV OUT:92.53 250mm Reinforced Concrete
MH-03
RIM:95.05
INV IN:92.72 250mm Reinforced Concrete
INV OUT:92.69 250mm Reinforced Concrete
MH-04
RIM:95.16
INV IN:92.87 250mm Reinforced Concrete
INV OUT:92.77 250mm Reinforced Concrete
MH-05
RIM:95.19
INV IN:93.01 250mm Reinforced Concrete
INV IN:93.17 200mm Reinforced Concrete
INV IN:93.27 200mm Reinforced Concrete
INV OUT:92.91 250mm Reinforced Concrete
5.19m of 200 mm Concrete Pipe @ 0.50%
3.05m of 200 mm Concrete Pipe @ 2.50%
CB-03
RIM:95.18
INV OUT:93.34 200mm Reinforced Concrete
CB-04
RIM:95.17
INV OUT:93.20 200mm Reinforced Concrete
4
4
.5
6
m
o
f 2
5
0
m
m
C
o
n
crete Pip
e @
0
.9
5
%
10.25m of 250 mm Concrete Pipe @ 0.45%
8.65m of 250 mm Concrete Pipe @ 0.50%
42.90m
of 250 m
m
Concrete Pip
e @
0.77%
DI-05
RIM:93.83
INV OUT:92.09 250mm Reinforced Concrete
CB-10
RIM:95.76
INV OUT:93.80 200mm Reinforced Concrete
DCB-01
RIM:95.77
INV IN:93.77 200mm Reinforced Concrete
INV OUT:93.80 200mm Reinforced Concrete
MH-09
RIM:96.05
INV IN:91.40 250mm Reinforced Concrete
INV OUT:91.34 250mm Reinforced Concrete
CB-09
RIM:95.77
INV OUT:93.80 200mm Reinforced Concrete
1.05m of 200 mm Concrete Pipe @ 0.50%
W
T
R
M
A
I
N
W
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R
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94.63
94.58
95.00
95.12
95.33
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94.63
94.58
94.57
94.48
94.56
95.00
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95.33
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96.19
96.34
96.16
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0.50%
1
.
4
0
%
1.16%
94.40
94.80
95.07
95.26
95.64
95.45
95.83
96.19
96.20
96.04
95.88
95.87
95.69
95.51
95.33
95.14
95.88
96.00
96.12
96.13
95.90
95.65
0+000
0
+
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0+010
0
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+
0
5
0
0+070
0
+
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9
0
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+
1
1
0
0
+
1
3
0
0
+
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0
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0+250
0
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2
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9
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3
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0+330
95.00
95.00
DES
REV: 0SCALE 1 : 500
SFD
P.P.
DESIGN 2013-XX-XX
DATE REVISION DESCRIPTION CHKCAD RVWREV
APPROVED APPROVED APPROVED
PROJECT
TITLE
THE FMS CIVIL TECH COMPANY
GREAT THRILLS SUBDIVISION
BELLEVILLE, ONTARIO
PROJECT NO: ASSIGNMENT 7
P.P.
SFD
FIGURE
2013-XX-XX
CAD
CHECK
2013-XX-XX
REVIEW
GEODETIC BENCHMARKS
2013-XX-XX
VERTICAL CONTROL MONUMENT:
STATION 00819698047 (A.K.A. 47-69): CONCRETE
BRIDGE CARRYING SIDNEY ST OVER HWY 401, 1.1 KM
WEST OF INTERCHANGE 91 (JCT OF HWYS 401 AND 14)
AT BELLEVILLE, 3.1 KM EAST OF INTERCHANGE 90
(WALLBRIDGE RD. TABLET IS SET HORIZONTALLY IN N.E.
FACE OF MIDDLE CONCRETE PILLAR AT SOUTH END O
FBRIDGE, 61 CM ABOVE
GROUND LEVEL AND 18.3 M SOUTH OF CENTER LINE OF
HWY 401. FIRST ORDER CONTROL, ELEVATION: 98.011
VERTICAL CONTROL POINTS AT SITE:
RIB AT SE CORNER OF INTERSECTION OF BELL BLVD
AND SIDNEY ST; 1.75 M SOUTH OF BACK OF CURB ON
BELL BLVD AT POINT WHERE CURB BENDS TOWARD
SIDNEY ST; ELEVATION: 95.278
CC ON TOP OF THE CURB ALONG AND CLOSEST TO THE
NO FRILLS BUILDING ON NO FRILLS LANE; CC ON A
PROJECTED LINE PERPENDICULAR TO THE FRONT FACE
OF THE BUILDING; ELEVATION 94.983
N
SCALE 1:500 METERS
30 600 30
LEGEND:
EXISTING WATER MAIN
EXISTING SANTITARY SEWER
EXISTING STORM SEWER
C\L OF EXISTING ROAD
EXISTING RIGHT OF WAY
MH
SAN
SAN
WTR MAIN
WTR MAIN
STRM
STRM
STRM STRM
BLDG 2012
HIGHWAY
TECH 2
S. F. DECARO
EXISTING STORM/SANITARY MANHOLE
CB
EXISTING STORM CATCHBASIN
C\L OF PROPOSED ROAD(S)
BVC: XX.XX
LP: XX.XX
EVC: XX.XX
JCT: XX.XX
PROPOSED ELEVATION AT BEGINNING OF VERTICAL CURVE
PROPOSED ELEVATION AT LOW POINT OF VERTICAL CURVE
PROPOSED ELEVATION AT END OF VERTICAL CURVE
PROPOSED ELEVATION AT INTERSECTION OF ALIGNMENTS
93.23 EXISTING ELEVATION AT CONTOUR OR SPOT
94.69 PROPOSED ELEVATION AT CONTOUR OR SPOT
FF:94.69
USF:94.69
95.34
PROPOSED FINISHED FLOOR ELEVATION
PROPOSED UNDERSIDE OF FOOTING ELEVATION (FF - 2.85)
PROPOSED ELEVATION AT FRONT OF HOUSE
NOTES:
1. MH-01 TO TIE INTO EXISTING STORM ON SIDNEY STREET
2. MH-13 TO TIE INTO SWMP AT END OF NO THRILLS LANE
3 MH-16 TO TIE INTO EXISTING STORM ON BELL BOULEVARD
4. DI-01 TO TIE INTO EXISTING STORM ON SIDNEY STREET
5. DI-02 TO TIE INTO EXISTING STORM ON BELL BOULEVARD
D PROPOSED STORM MANHOLE
PROPOSED STORM DOUBLE CATCHBASIN
PROPOSED STORM CATCHBASIN/DITCH INLET
PLAN AND PROFILE - BEND ROAD
13-0001-PP2
FILE: V2013_03_22-R5.DWG
PLAN AND PROFILE - BEND ROAD
Stations 0+170 to 0+334.720
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
Elevation
Elevation
Station
Arch Way
92
92
93
94
94
94
95
96
96
96
97
98
98
92
92
93
94
94
94
95
96
96
96
97
98
98
0+
010
0+
020
0+
030
0+
040
0+
050
0+
060
0+
070
0+
080
0+
090
0+
100
0+
110
0+
120
0+
130
0+
140
0+
150
0+
160
0+
170
0+
180
0+
190
-2.00%
0.6
0%
-1
.2
3
%
2.00%
STA:0+000.000
STA:0+181.490
ELEV:95.02
HIGH PT STA: 0+072.583
HIGH PT ELEV: 96.18
PVI STA:0+075.000
PVI ELEV:96.21
K:7.64
LVC:14.00
BVCS: 0+068.000
BVCE: 96.16
EVCS: 0+082.000
EVCE: 96.12
LOW PT STA:
LOW PT ELEV: 94.94
PVI STA:0+178.190
PVI ELEV:94.93
K:0.62
LVC:2.00
BVCS: 0+177.190
BVCE: 94.95
EVCS: 0+179.190
EVCE: 94.95
LOW PT STA: 0+003.838
LOW PT ELEV: 95.78
PVI STA:0+003.30
PVI ELEV:95.78
K:0.77
LVC:2.00
BVCS: 0+002.30
BVCE: 95.80
EVCS: 0+004.30
EVCE: 95.78
MH-14
RIM:95.85
INV IN:93.85 200mm Reinforced Concrete
INV IN:93.84 200mm Reinforced Concrete
INV OUT:93.74 250mm Reinforced Concrete
CB-13
RIM:95.83
INV OUT:93.86 200mm Reinforced Concrete
CB-13
RIM:95.83
INV OUT:93.86 200mm Reinforced Concrete
66.0
4m
of 2
50 m
m C
oncre
te P
ipe @
0.5
0%
CB-16
RIM:94.99
INV OUT:93.02 200mm Reinforced Concrete
CB-15
RIM:95.00
INV OUT:93.03 200mm Reinforced Concrete
MH-15
RIM:95.02
INV IN:93.41 250mm Reinforced Concrete
INV IN:93.01 200mm Reinforced Concrete
INV IN:93.00 200mm Reinforced Concrete
INV OUT:92.98 250mm Reinforced Concrete
10.20m of 250 mm Concrete Pipe @ 1.50%
MH-16
RIM:94.98
INV IN:92.83 250mm Reinforced Concrete
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DES
REV: 0SCALE 1 : 500
SFD
P.P.
DESIGN 2013-XX-XX
DATE REVISION DESCRIPTION CHKCAD RVWREV
APPROVED APPROVED APPROVED
PROJECT
TITLE
THE FMS CIVIL TECH COMPANY
GREAT THRILLS SUBDIVISION
BELLEVILLE, ONTARIO
PROJECT NO: ASSIGNMENT 7
P.P.
SFD
FIGURE
2013-XX-XX
CAD
CHECK
2013-XX-XX
REVIEW
GEODETIC BENCHMARKS
2013-XX-XX
VERTICAL CONTROL MONUMENT:
STATION 00819698047 (A.K.A. 47-69): CONCRETE
BRIDGE CARRYING SIDNEY ST OVER HWY 401, 1.1 KM
WEST OF INTERCHANGE 91 (JCT OF HWYS 401 AND 14)
AT BELLEVILLE, 3.1 KM EAST OF INTERCHANGE 90
(WALLBRIDGE RD. TABLET IS SET HORIZONTALLY IN N.E.
FACE OF MIDDLE CONCRETE PILLAR AT SOUTH END O
FBRIDGE, 61 CM ABOVE
GROUND LEVEL AND 18.3 M SOUTH OF CENTER LINE OF
HWY 401. FIRST ORDER CONTROL, ELEVATION: 98.011
VERTICAL CONTROL POINTS AT SITE:
RIB AT SE CORNER OF INTERSECTION OF BELL BLVD
AND SIDNEY ST; 1.75 M SOUTH OF BACK OF CURB ON
BELL BLVD AT POINT WHERE CURB BENDS TOWARD
SIDNEY ST; ELEVATION: 95.278
CC ON TOP OF THE CURB ALONG AND CLOSEST TO THE
NO FRILLS BUILDING ON NO FRILLS LANE; CC ON A
PROJECTED LINE PERPENDICULAR TO THE FRONT FACE
OF THE BUILDING; ELEVATION 94.983
SCALE 1:500 METERS
30 600 30
LEGEND:
EXISTING WATER MAIN
EXISTING SANTITARY SEWER
EXISTING STORM SEWER
C\L OF EXISTING ROAD
EXISTING RIGHT OF WAY
MH
SAN
SAN
WTR MAIN
WTR MAIN
STRM
STRM
STRM STRM
BLDG 2012
HIGHWAY
TECH 2
S. F. DECARO
EXISTING STORM/SANITARY MANHOLE
CB
EXISTING STORM CATCHBASIN
C\L OF PROPOSED ROAD(S)
BVC: XX.XX
LP: XX.XX
EVC: XX.XX
JCT: XX.XX
PROPOSED ELEVATION AT BEGINNING OF VERTICAL CURVE
PROPOSED ELEVATION AT LOW POINT OF VERTICAL CURVE
PROPOSED ELEVATION AT END OF VERTICAL CURVE
PROPOSED ELEVATION AT INTERSECTION OF ALIGNMENTS
93.23 EXISTING ELEVATION AT CONTOUR OR SPOT
94.69 PROPOSED ELEVATION AT CONTOUR OR SPOT
FF:94.69
USF:94.69
95.34
PROPOSED FINISHED FLOOR ELEVATION
PROPOSED UNDERSIDE OF FOOTING ELEVATION (FF - 2.85)
PROPOSED ELEVATION AT FRONT OF HOUSE
NOTES:
1. MH-01 TO TIE INTO EXISTING STORM ON SIDNEY STREET
2. MH-13 TO TIE INTO SWMP AT END OF NO THRILLS LANE
3 MH-16 TO TIE INTO EXISTING STORM ON BELL BOULEVARD
4. DI-01 TO TIE INTO EXISTING STORM ON SIDNEY STREET
5. DI-02 TO TIE INTO EXISTING STORM ON BELL BOULEVARD
D PROPOSED STORM MANHOLE
PROPOSED STORM DOUBLE CATCHBASIN
PROPOSED STORM CATCHBASIN/DITCH INLET
PLAN AND PROFILE - ARCH WAY
FILE: V2013_03_22-R5.DWG
13-0001-PP3
Stations 0+000 to 0+189.490
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STANDARD DRAWINGS AND DETAILS
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
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