malpass road drawings_10-22... · lvc:28.26 bvcs: 3+228.00bvce: 116.77 evcs: 3+256.26evce: 116.97...
TRANSCRIPT
X
X
X
X
X
X
X
X
S
S
S
S
S
BH19-09BH19-09
2+760 2+780
2+800
2+820
2+
840
2+
860
2+
880
2+
900
2
+
9
2
0
BC
: 2+
898.09
BC
: 2
+7
91
.6
2
EC
: 2+
837.07
CURVE DATA
Radius = 500.00m
Arc = 45.44m
Chord = 45.43m
PI DATA
Δ = 5°12'27"
Station = 2+814.36
Northing = 5454755.597
Easting = 424403.842
CURVE DATA
Radius = 300.00m
Arc = 45.02m
Chord = 44.98m
PI DATA
Δ = 8°35'57"
Station = 2+920.64
Northing = 5454661.296
Easting = 424452.927
Metral CL Alignment
106
107
108
109
110
111
106
108
110
2+
76
0
2+
77
0
2+
78
0
2+
79
0
2+
80
0
2+
81
0
2+
82
0
2+
83
0
2+
84
0
2+
85
0
2+
86
0
2+
87
0
2+
88
0
2+
89
0
2+
90
0
2+
91
0
2+
92
0
2+
93
0
0.8
6%
2
.1
0
%
H
IG
H
P
T
S
T
A
: 2
9
+
3
3
.2
5
H
IG
H
P
T
E
L
E
V
: 1
1
0
.2
8
P
V
I S
T
A
:2
9
+
2
1
.7
5
P
V
I E
L
E
V
:1
1
0
.1
0
K
:8
.0
0
L
V
C
:2
2
.9
9
BV
CS
: 2
+9
10
.2
6
BV
CE
: 1
09
.5
9
LOW PT STA: 28+01.19
LOW PT ELEV: 106.71
PVI STA:28+08.89
PVI ELEV:0.07
K:12.45
LVC:15.41
BV
CS
: 2
+8
01
.1
9
BV
CE
: 1
06
.7
1
EV
CS
: 2
+8
16
.6
0
EV
CE
: 1
06
.9
3
LOW PT STA: 28+52.27
LOW PT ELEV: 107.68
PVI STA:28+80.65
PVI ELEV:0.07
K:24.43
LVC:56.75
BV
CS
: 2
+8
52
.2
7
BV
CE
: 1
07
.6
8
EV
CS
: 2
+9
09
.0
1
EV
CE
: 1
09
.5
3
10
6.3
7
10
6.3
51
10
6.4
6
10
6.4
37
10
6.5
4
10
6.5
23
10
6.6
4
10
6.6
09
10
6.6
9
10
6.6
95
10
6.8
0
10
6.8
13
10
7.0
2
10
7.0
05
10
7.2
3
10
7.2
15
10
7.4
4
10
7.4
25
10
7.6
4
10
7.6
35
10
7.8
5
10
7.8
58
10
8.1
1
10
8.1
20
10
8.4
5
10
8.4
23
10
8.7
9
10
8.7
67
10
9.1
4
10
9.1
52
10
9.5
6
10
9.5
77
11
0.0
0
10
9.9
60
11
0.2
4
11
0.2
18
2
.1
0
%
4
.
4
2
%
1
.5
5
%
I S S U E D F O R
T E N D E R
98SG008 MOSTAR ROAD, NW
SIDEWALK CURB, NEAR
RAILROAD TRACKS,
ELEVATION = 113.915m
0
1:250
15m5
MA
TC
HL
IN
E 2
+9
30
FO
R C
ON
TIN
UA
TIO
N, S
EE
S
HE
ET
1
1
METRAL DRIVE
M
A
L
P
A
S
S
R
O
A
D
5700
5705
5665
5654
3.6m LANE
3.6m LANE
1.5m BIKE LANE
1.7m BLVD
1.5m BIKE LANE
1.8m SIDEWALK
1.8m SIDEWALK
SE
E S
HE
ET
3
5 F
OR
L
IM
IT
S O
F T
RE
NC
H P
AT
CH
IN
G
1.7m BLVD
5694
5684
5674
5666
5664
5675
EX. GROUND @ CL
PROP. GROUND @ CL
EXISTING PROPERTY
LINE (TYP.)
EXISTING PROPERTY
LINE (TYP.)
LIMIT OF PAVING
Date
Reference data
No. By Revisions Eng.
Drawn by
Approved by
Checked by
Design by
Consult.Dwg
Dwg No.
Eng File No.
Scale
Horiz.
Sheet of
Vert.
Title
Project
CITY OF NANAIMOT H E H A R B O U R C I T Y
G:\P
RO
JE
CT
S\32000\32300\32339_C
ON
_M
ET
RA
L_D
RIV
E_C
OM
PLE
TE
_S
TR
EE
T\02_C
AD
D\20_D
RA
FT
IN
G\S
HE
ET
S\32339_S
H_M
ET
RA
L_R
OA
D_P
LA
N_A
ND
_P
RO
FILE
6.12.2020
Date
Seal
METRAL DRIVE COMPLETE STREET CORRIDOR - PHASE 1
ROADWORKS PLAN AND PROFILE
STA. 2+760 TO STA. 2+930
1:250 1:25
32339
1070
24493
CTM
GSH
CJB
IM
DEC 2019
DEC 2019
DEC 2019
DEC 2019
JAN 17/20 GSH PRELIMINARY DESIGN IM
98SG008 MOSTAR ROAD, NW
SIDEWALK CURB, NEAR
RAILROAD TRACKS,
ELEVATION = 113.915m
A
FEB 28/20 AA 95% SUBMISSION IMB
APR 07/20 GA 100% SUBMISSION IMC
JUN 12/20 GA ISSUED FOR TENDER IMD
REFER TO REMOVALS DRAWINGS FOR
ROADWORKS REMOVALS
S
H
E
E
T
1
8
TURNER RD
ME
TR
AL D
RIV
E
T
U
L
IP
P
L
F
E
R
N
A
N
D
E
Z
P
L
M
A
L
P
A
S
S
R
D
B
E
R
G
E
N
O
P
Z
O
O
M
D
R
G
O
D
F
R
E
Y
R
D
S
O
M
E
R
S
E
T
D
R
S
O
M
E
R
S
E
T
D
R
M
O
S
T
A
R
R
O
A
D
SH
EE
T 10
SH
EE
T 11
S
H
E
E
T
1
2
S
H
E
E
T
1
3
S
H
E
E
T
1
4
S
H
E
E
T
1
6
S
H
E
E
T
1
7
S
H
E
E
T
1
5
RAISED INTERSECTION.
SEE SHEET 02 FOR
DETAILS
6.00
6.00
6.0
0
6.0
0
6.0
0
9.0
0
6.00
6
.0
0
11.00
5.0
0
6.0
0
RE
VE
RS
E C
UR
B
ST
AN
DA
RD
CU
RB
CB TABLE
CB #
O/S
(m)
RIM ELEV.
(m)
SLB0110.17 106.28
SLB0210.17 106.24
SLB0312.57 106.50
SLB0410.86 106.82
SLB05
12.12 107.01
SLB06
12.09 107.65
SLB07
12.12 108.29
SLB089.01 109.30
CB0111.50 106.73
CB023.60 106.75
CB033.60 106.76
CB043.60 109.35
SLB 02
SLB 01
SLB 03
SLB 05
SLB 04
SLB 06
SLB07
SLB 08
CB01
CB02
CB03
CB04
CONCRETE
LAWN
SURFACE TREATMENT
ASPHALT
BOULEVARD
CONCRETE BAND
TACTILE WARNING SURFACE INDICATOR
TEMPORARY 40mm ASPHALT PATCH
5686
5656
5644
5657
5655
5705
CONTRACTOR TO REMOVE STUMPS AND/OR ROOTS AS
REQUIRED TO CONSTRUCT PROPOSED WORKS (TYP)
SDMH02
SDMH03
1.5
m B
IKE
LA
NE
1.5
m B
LV
D
1.8
m S
IDE
W
ALK
0.6m BUFFER
1.2
5m
BLV
D
2+
76
8
ME
ET
E
XIS
TIN
G E
LE
V.
2+
76
8
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
S
S
BH19-08
BH19-07
BH19-08
2+9402+960
2+9803+000
3+020
3+
040
3
+
0
6
0
3
+
0
8
0
BC
: 3
+0
05
.2
4
E
C
: 3
+
0
7
1
.1
5
EC
: 2
+9
43
.1
1
BH19-07
CURVE DATA
Radius = 300.00m
Arc = 65.91m
Chord = 65.77m
PI DATA
Δ = 12°35'14"
Station = 3+038.33
Northing = 5454566.137
Easting = 424522.310
CURVE DATA
Radius = 300.00m
Arc = 45.02m
Chord = 44.98m
PI DATA
Δ = 8°35'57"
Station = 2+920.64
Northing = 5454661.296
Easting = 424452.927
Metral CL Alignment
109
110
111
112
113
114
115
109
110
112
114
2+
930
2+
940
2+
950
2+
960
2+
970
2+
980
2+
990
3+
000
3+
010
3+
020
3+
030
3+
040
3+
050
3+
060
3+
070
3+
080
3+
090
1.55%
3
.
3
4
%
EV
CS
: 2+
933.25
EV
CE
: 110.28
HIGH PT STA: 30+63.95
HIGH PT ELEV: 114.07
PVI STA:30+39.22
PVI ELEV:113.66
K:16.96
LVC:49.43
BV
CS
: 3+
014.52
BV
CE
: 112.53
EV
CS
: 3+
063.95
EV
CE
: 114.07
LOW PT STA: 29+46.67
LOW PT ELEV: 110.48
PVI STA:29+62.40
PVI ELEV:0.07
K:17.60
LVC:31.44
BV
CS
: 2+
946.67
BV
CE
: 110.48
EV
CS
: 2+
978.12
EV
CE
: 111.25
LOW PT STA: 30+04.13
LOW PT ELEV: 112.12
PVI STA:30+09.04
PVI ELEV:0.07
K:8.00
LVC:9.81
BV
CS
: 3+
004.13
BV
CE
: 112.12
EV
CS
: 3+
013.94
EV
CE
: 112.51
110.24
110.218
110.41
110.380
110.52
110.538
110.76
110.740
111.02
110.999
111.29
111.314
111.64
111.648
111.97
111.981
112.32
112.336
112.79
112.774
113.18
113.168
113.52
113.504
113.76
113.780
114.00
113.997
114.17
114.167
114.38
114.332
114.53
114.496
3
.
3
4
%
4
.
5
6
%
1
.6
5
%
I S S U E D F O R
T E N D E R
98SG008 MOSTAR ROAD, NW
SIDEWALK CURB, NEAR
RAILROAD TRACKS,
ELEVATION = 113.915m
0
1:250
15m5
MA
TC
HL
IN
E 3
+0
90
FO
R C
ON
TIN
UA
TIO
N, S
EE
S
HE
ET
1
2
METRAL DRIVE
T
U
L
IP
P
L
A
C
E
5657
3.6m LANE
3.6m LANE
1.5m BIKE LANE
1.15m BLVD
1.5m BIKE LANE
1.8m SIDEWALK
1.8m SIDEWALK
EX. SMH
MA
TC
HL
IN
E 2
+9
30
FO
R C
ON
TIN
UA
TIO
N, S
EE
S
HE
ET
1
0
5644
5634
5624 5614
5464
5645
5635
5625
5615
5502
5655
EX. GROUND @ CL
PROP. GROUND @ CL
EXISTING PROPERTY
LINE (TYP.)
EXISTING PROPERTY
LINE (TYP.)
3
.6
m
L
A
N
E
3
.6
m
L
A
N
E
1
.5
m
B
IK
E
L
A
N
E
1
.7
m
B
L
V
D
1
.5
m
B
IK
E
L
A
N
E
1
.8
m
S
ID
E
W
A
L
K
1
.8
m
S
ID
E
W
A
L
K
1
.7
m
B
L
V
D
Date
Reference data
No. By Revisions Eng.
Drawn by
Approved by
Checked by
Design by
Consult.Dwg
Dwg No.
Eng File No.
Scale
Horiz.
Sheet of
Vert.
Title
Project
CITY OF NANAIMOT H E H A R B O U R C I T Y
G:\P
RO
JE
CT
S\32000\32300\32339_C
ON
_M
ET
RA
L_D
RIV
E_C
OM
PLE
TE
_S
TR
EE
T\02_C
AD
D\20_D
RA
FT
IN
G\S
HE
ET
S\32339_S
H_M
ET
RA
L_R
OA
D_P
LA
N_A
ND
_P
RO
FILE
6.12.2020
Date
Seal
METRAL DRIVE COMPLETE STREET CORRIDOR - PHASE 1
ROADWORKS PLAN AND PROFILE
STA. 2+930 TO STA. 3+090
1:250 1:25
32339
1170
24494
CTM
GSH
CJB
IM
DEC 2019
DEC 2019
DEC 2019
DEC 2019
JAN 17/20 GSH PRELIMINARY DESIGN IMA
FEB 28/20 AA 95% SUBMISSION IMB
APR 07/20 GA 100% SUBMISSION IMC
JUN 12/20 GA ISSUED FOR TENDER IMD
S
H
E
E
T
1
8
TURNER RD
ME
TR
AL D
RIV
E
T
U
L
IP
P
L
F
E
R
N
A
N
D
E
Z
P
L
M
A
L
P
A
S
S
R
D
B
E
R
G
E
N
O
P
Z
O
O
M
D
R
G
O
D
F
R
E
Y
R
D
S
O
M
E
R
S
E
T
D
R
S
O
M
E
R
S
E
T
D
R
M
O
S
T
A
R
R
O
A
D
SH
EE
T 10
SH
EE
T 11
S
H
E
E
T
1
2
S
H
E
E
T
1
3
S
H
E
E
T
1
4
S
H
E
E
T
1
6
S
H
E
E
T
1
7
S
H
E
E
T
1
5
F
E
R
N
A
N
D
E
Z
P
L
A
C
E
INFILL EXISTING DITCH
1.7m BLVD
RAISED INTERSECTION.
SEE SHEET 02 FOR
DETAILS
RAISED INTERSECTION.
SEE SHEET 02 FOR
DETAILS
4.504.506.00
4.00 5.00
5.00
11.00
14.406.00 6.00
6.00
6.0
0
1
1
.0
0
TIE-IN TO EXISTING
DRIVEWAY (TYP.)
R
E
V
E
R
S
E
C
U
R
B
S
T
A
N
D
A
R
D
C
U
R
B
CB TABLE
CB #
O/S
(m)
RIM ELEV.
(m)
SLB0910.03 109.95
SLB109.95 110.49
SLB1111.83 111.36
SLB1210.36 112.01
SLB1310.36 112.04
SLB1410.58 113.15
SLB1510.15 112.88
SLB1611.05 113.62
SLB1711.23 113.61
CB053.60 110.74
CB063.60 112.47
CB073.60 114.10
CB0811.50 114.45
CB093.60 114.37
SLB 10
SLB 12
SLB 09
SLB 11SLB 13
SLB 15
SLB 17
SLB 16
SLB 14
CB 05
CB 06
CB 07
CB 08
CB 09
CONCRETE
LAWN
SURFACE TREATMENT
ASPHALT
BOULEVARD
CONCRETE BAND
TACTILE WARNING SURFACE INDICATOR
TEMPORARY 40mm ASPHALT PATCH
CONTRACTOR TO REMOVE STUMPS AND/OR ROOTS AS
REQUIRED TO CONSTRUCT PROPOSED WORKS (TYP)
SDMH04
SDMH05
SDMH17
SLB 09A
FE
RN
AN
DE
Z P
L
X
X
X
X
X
X
X
XX
X
X
X
XX
X
X
X
X
X
X
X
X
X
XX
X
X
XXXXXX
W
BH19-06BH19-06
3+100 3+120 3+140 3+160 3+180 3+200 3+220 3+240 3+260
Metral CL Alignment
114
115
116
117
118
119
114
116
118
3+
090
3+
100
3+
110
3+
120
3+
130
3+
140
3+
150
3+
160
3+
170
3+
180
3+
190
3+
200
3+
210
3+
220
3+
230
3+
240
3+
250
3+
260
1
.6
5
%
HIGH PT STA: 32+52.79
HIGH PT ELEV: 116.97
PVI STA:32+42.13
PVI ELEV:117.00
K:15.05
LVC:28.26
BV
CS
: 3
+2
28
.0
0
BV
CE
: 1
16
.7
7
EV
CS
: 3
+2
56
.2
6
EV
CE
: 1
16
.9
7
HP
114.53
114.496
114.71
114.661
114.84
114.826
115.00
114.991
115.15
115.155
115.33
115.320
115.49
115.485
115.72
115.650
115.86
115.814
115.98
115.979
116.13
116.144
116.31
116.309
116.46
116.473
116.61
116.638
116.76
116.801
116.90
116.920
116.93
116.972
116.95
116.962
I S S U E D F O R
T E N D E R
0
1:250
15m5
MA
TC
HL
IN
E 3
+2
60
FO
R C
ON
TIN
UA
TIO
N, S
EE
S
HE
ET
1
3
METRAL DRIVE
BE
RG
EN
-O
P-Z
OO
M D
R
3.6m LANE
3.6m LANE
1.5m BIKE LANE
2.0m BLVD
1.5m BIKE LANE
1.8m SIDEWALK
1.8m SIDEWALK
MA
TC
HL
IN
E 3
+0
90
FO
R C
ON
TIN
UA
TIO
N, S
EE
S
HE
ET
1
1
1.7m BLVD
5464
5430
5460 5454
5423543354535513
5456
5432
EX. GROUND @ CL
PROP. GROUND @ CL
EXISTING PROPERTY
LINE (TYP.)
EXISTING PROPERTY
LINE (TYP.)
LIMIT OF FULL
WIDTH PAVING
3.6m LANE
3.3m TURNING LANE
1.5m BIKE LANE
1.7m BLVD
1.8m SIDEWALK
1.7m BLVD
3.6m LANE
Date
Reference data
No. By Revisions Eng.
Drawn by
Approved by
Checked by
Design by
Consult.Dwg
Dwg No.
Eng File No.
Scale
Horiz.
Sheet of
Vert.
Title
Project
CITY OF NANAIMOT H E H A R B O U R C I T Y
G:\P
RO
JE
CT
S\32000\32300\32339_C
ON
_M
ET
RA
L_D
RIV
E_C
OM
PLE
TE
_S
TR
EE
T\02_C
AD
D\20_D
RA
FT
IN
G\S
HE
ET
S\32339_S
H_M
ET
RA
L_R
OA
D_P
LA
N_A
ND
_P
RO
FILE
6.12.2020
Date
Seal
METRAL DRIVE COMPLETE STREET CORRIDOR - PHASE 1
ROADWORKS PLAN AND PROFILE
STA. 3+090 TO STA. 3+260
1:250 1:25
32339
1270
24495
CTM
GSH
CJB
IM
DEC 2019
DEC 2019
DEC 2019
DEC 2019
JAN 17/20 GSH PRELIMINARY DESIGN IM
98SG008 MOSTAR ROAD, NW
SIDEWALK CURB, NEAR
RAILROAD TRACKS,
ELEVATION = 113.915m
A
FEB 28/20 AA 95% SUBMISSION IMB
APR 07/20 GA 100% SUBMISSION IMC
JUN 12/20 GA ISSUED FOR TENDER IMD
S
H
E
E
T
1
8
TURNER RD
ME
TR
AL D
RIV
E
T
U
L
IP
P
L
F
E
R
N
A
N
D
E
Z
P
L
M
A
L
P
A
S
S
R
D
B
E
R
G
E
N
O
P
Z
O
O
M
D
R
G
O
D
F
R
E
Y
R
D
S
O
M
E
R
S
E
T
D
R
S
O
M
E
R
S
E
T
D
R
M
O
S
T
A
R
R
O
A
D
S
H
E
E
T 10
SH
EE
T 11
S
H
E
E
T
1
2
S
H
E
E
T
1
3
S
H
E
E
T
1
4
S
H
E
E
T
1
6
S
H
E
E
T
1
7
S
H
E
E
T
1
5
G
O
D
F
R
E
Y
R
O
A
D
3.6m LANE
3.6m LANE
1.5m BIKE LANE
1.7m BUS STOP
1.5m BIKE LANE
1.8m SIDEWALK
1.8m SIDEWALK
5412
5410
LIMIT OF FULL
WIDTH PAVING
MID-BLOCK CURB RAMP.
SEE SHEET 04 FOR DETAILS.
R
8
.
0
0
R
8
.
0
0
CURB RAMP COMBINED WITH BIKE LANE.
SEE SHEET 04 FOR DETAILS.
1.7m BUS STOP
PROP. PROPERTY LINE
1.0m BUFFER
1.7m BLVD
RAISED INTERSECTION.
SEE SHEET 02 FOR
DETAILS
6.00
6.00
4.50
4.50
6.00 6.00
6.00
11.00 5.00
R
E
V
E
R
S
E
C
U
R
B
S
T
A
N
D
A
R
D
C
U
R
B
MID-BLOCK CURB RAMP.
SEE SHEET 04 FOR DETAILS.
SLB18
CB 10
CB 11
CB TABLE
CB #
O/S
(m)
RIM ELEV.
(m)
SLB1811.30 116.48
CB105.02 115.87
CB115.07 115.89
CONCRETE
LAWN
SURFACE TREATMENT
ASPHALT
BOULEVARD
CONCRETE BAND
TACTILE WARNING SURFACE INDICATOR
TEMPORARY 40mm ASPHALT PATCH
CONTRACTOR TO REMOVE STUMPS
AND/OR ROOTS AS REQUIRED TO
CONSTRUCT PROPOSED WORKS (TYP)
SDMH06
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
S
S
D
BH19-05
BH19-05
3+2603+280
3+300
3+
320
3+
340
3
+
3
6
0
3
+
3
8
0
3
+
4
0
0
3
+
4
2
0
BC
: 3
+2
73
.3
4
B
C
: 3
+
4
2
4
.8
6
E
C
: 3
+
3
5
5
.9
3
CURVE DATA
Radius = 450.00m
Arc = 82.59m
Chord = 82.48m
PI DATA
Δ = 10°30'57"
Station = 3+314.76
Northing = 5454383.459
Easting = 424730.132
Metral CL Alignment
115
116
117
118
115
116
118
3+
26
0
3+
27
0
3+
28
0
3+
29
0
3+
30
0
3+
31
0
3+
32
0
3+
33
0
3+
34
0
3+
35
0
3+
36
0
3+
37
0
3+
38
0
3+
39
0
3+
40
0
3+
41
0
3+
42
0
-0.23%
11
6.9
5
11
6.9
62
11
6.9
6
11
6.9
38
11
6.9
1
11
6.9
15
11
6.8
9
11
6.8
92
11
6.8
7
11
6.8
69
11
6.8
6
11
6.8
46
11
6.8
8
11
6.8
23
11
6.9
0
11
6.8
00
11
6.8
4
11
6.7
77
11
6.7
9
11
6.7
54
11
6.7
5
11
6.7
31
11
6.6
9
11
6.7
08
11
6.6
5
11
6.6
85
11
6.6
2
11
6.6
62
11
6.6
0
11
6.6
39
11
6.5
6
11
6.6
16
11
6.5
4
11
6.5
93
I S S U E D F O R
T E N D E R
0
1:250
15m5
MA
TC
HL
IN
E 3
+4
20
FO
R C
ON
TIN
UA
TIO
N, S
EE
S
HE
ET
1
4
METRAL DRIVE
EX. SMH
MA
TC
HL
IN
E 3
+2
60
FO
R C
ON
TIN
UA
TIO
N, S
EE
S
HE
ET
1
2
5290
5350
5340
5341
5297
5351
G
O
D
F
R
E
Y
R
O
A
D
5330
5296
SO
ME
RS
ET
D
RIV
E
(N
OR
TH
)
EX. GROUND @ CL
PROP. GROUND @ CL
EXISTING PROPERTY
LINE (TYP.)
EXISTING PROPERTY
LINE (TYP.)
LIMIT OF PAVING
3.6m
LA
N
E
3
.6
m
L
A
N
E
1.5
m
BIK
E L
AN
E
1
.7
m
B
L
V
D
1
.5
m
B
IK
E
L
A
N
E
1
.8
m
S
ID
E
W
A
L
K
1.8
m
SID
EW
ALK
1.7
m
BLV
D
3.6m
LA
NE
3.6m LANE
1.5m
BIK
E L
AN
E
1.7m
BLV
D
1.5m
BIK
E L
AN
E
1.8m
SID
EW
ALK
1.8m
SID
EW
ALK
3.3m TURNING LANE
R
8
.
0
0
R
5
0
.0
0
Date
Reference data
No. By Revisions Eng.
Drawn by
Approved by
Checked by
Design by
Consult.Dwg
Dwg No.
Eng File No.
Scale
Horiz.
Sheet of
Vert.
Title
Project
CITY OF NANAIMOT H E H A R B O U R C I T Y
G:\P
RO
JE
CT
S\32000\32300\32339_C
ON
_M
ET
RA
L_D
RIV
E_C
OM
PLE
TE
_S
TR
EE
T\02_C
AD
D\20_D
RA
FT
IN
G\S
HE
ET
S\32339_S
H_M
ET
RA
L_R
OA
D_P
LA
N_A
ND
_P
RO
FILE
6.12.2020
Date
Seal
METRAL DRIVE COMPLETE STREET CORRIDOR - PHASE 1
ROADWORKS PLAN AND PROFILE
STA. 3+260 TO STA. 3+420
1:250 1:25
32339
1370
24496
CTM
GSH
CJB
IM
DEC 2019
DEC 2019
DEC 2019
DEC 2019
JAN 17/20 GSH PRELIMINARY DESIGN IM
98SG008 MOSTAR ROAD, NW
SIDEWALK CURB, NEAR
RAILROAD TRACKS,
ELEVATION = 113.915m
A
FEB 28/20 AA 95% SUBMISSION IMB
APR 07/20 GA 100% SUBMISSION IMC
JUN 12/20 GA ISSUED FOR TENDER IMD
S
H
E
E
T
1
8
TURNER RD
ME
TR
AL D
RIV
E
T
U
L
IP
P
L
F
E
R
N
A
N
D
E
Z
P
L
M
A
L
P
A
S
S
R
D
B
E
R
G
E
N
O
P
Z
O
O
M
D
R
G
O
D
F
R
E
Y
R
D
S
O
M
E
R
S
E
T
D
R
S
O
M
E
R
S
E
T
D
R
M
O
S
T
A
R
R
O
A
D
SH
EE
T 10
SH
EE
T 11
S
H
E
E
T
1
2
S
H
E
E
T
1
3
S
H
E
E
T
1
4
S
H
E
E
T
1
6
S
H
E
E
T
1
7
S
H
E
E
T
1
5
5291
TYPE S CONCRETE
CURB RAMP AS PER
CON STD DWG CS-13
RAISED INTERSECTION.
SEE SHEET 02 FOR
DETAILS
5.00
6.00
1
1
.0
0
6
.0
0
4
.0
0
6.00
4.0
0
6.0
0
6
.0
0
6
.0
0
4
.0
0
R
E
V
E
R
S
E
C
U
R
B
S
T
A
N
D
A
R
D
C
U
R
B
CB 12
CB 13
CB 14
SLB 19
PROPOSED
PROPERTY LINE (TYP.)
CB TABLE
CB #
O/S
(m)
RIM ELEV.
(m)
CB125.25 116.77
CB135.24 116.71
CB14
4.12 116.65
CB153.60 116.51
CB 15
CONCRETE
LAWN
SURFACE TREATMENT
ASPHALT
BOULEVARD
CONCRETE BAND
TACTILE WARNING SURFACE INDICATOR
TEMPORARY 40mm ASPHALT PATCH
CONTRACTOR TO REMOVE STUMPS AND/OR ROOTS AS
REQUIRED TO CONSTRUCT PROPOSED WORKS (TYP)
SDMH07
SDMH08
0.6m BUFFER
X
X
X
X
S
S
D
D
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
C
C
C
C
C
C
C
SH
AW
VA
ULT
BC
H
VA
ULT
SH
AW
VA
ULT
VA
ULT
SH
AW
VA
ULT
BH19-03
BH19-04
BH19-03
BH19-04
3+420
3+440
3+460
3+480
3+500
3+520
3+540
3+560
3+580
BC
: 3
+4
24
.8
6
EC
: 3+
478.58
CURVE DATA
Radius = 900.00m
Arc = 53.72m
Chord = 53.71m
PI DATA
Δ = 3°25'11"
Station = 3+451.73
Northing = 5454313.204
Easting = 424847.984
115
116
117
118
119
120
115
116
118
120
3+
420
3+
430
3+
440
3+
450
3+
460
3+
470
3+
480
3+
490
3+
500
3+
510
3+
520
3+
530
3+
540
3+
550
3+
560
3+
570
3+
580
1.53%
LOW PT STA: 34+97.77
LOW PT ELEV: 116.42
PVI STA:35+16.76
PVI ELEV:0.07
K:29.27
LVC:51.48
BV
CS
: 3+
491.02
BV
CE
: 116.43
EV
CS
: 3+
542.50
EV
CE
: 116.76
LP
116.54
116.593
116.53
116.570
116.55
116.547
116.55
116.524
116.52
116.501
116.50
116.477
116.48
116.454
116.52
116.431
116.55
116.422
116.59
116.447
116.61
116.506
116.67
116.599
116.72
116.726
116.84
116.878
116.96
117.030
117.09
117.183
117.26
117.336
-0.23%
I S S U E D F O R
T E N D E R
0
1:250
15m5
MA
TC
HL
IN
E 3
+5
80
FO
R C
ON
TIN
UA
TIO
N, S
EE
S
HE
ET
1
5
METRAL DRIVE
DU
BLIN
W
AY
MA
TC
HL
IN
E 3
+4
20
FO
R C
ON
TIN
UA
TIO
N, S
EE
S
HE
ET
1
3
5251 5241527152815291
5280
5240
5220
5190
5261
EX. GROUND @ CL
PROP. GROUND @ CL
3.6m LANE
3.6m LANE
1.5m BIKE LANE
1.7m BLVD
1.5m BIKE LANE
1.8m SIDEWALK
2.4m PARKING POCKET
EXISTING PROPERTY
LINE (TYP.)
1.8m EXISTING SIDEWALK
R
5
.0
0
R
3
.
0
0
R
3
.
0
0
RAISED INTERSECTION.
SEE SHEET 02 FOR
DETAILS
R
5
.
0
0
Date
Reference data
No. By Revisions Eng.
Drawn by
Approved by
Checked by
Design by
Consult.Dwg
Dwg No.
Eng File No.
Scale
Horiz.
Sheet of
Vert.
Title
Project
CITY OF NANAIMOT H E H A R B O U R C I T Y
G:\P
RO
JE
CT
S\32000\32300\32339_C
ON
_M
ET
RA
L_D
RIV
E_C
OM
PLE
TE
_S
TR
EE
T\02_C
AD
D\20_D
RA
FT
IN
G\S
HE
ET
S\32339_S
H_M
ET
RA
L_R
OA
D_P
LA
N_A
ND
_P
RO
FILE
6.12.2020
Date
Seal
METRAL DRIVE COMPLETE STREET CORRIDOR - PHASE 1
ROADWORKS PLAN AND PROFILE
STA. 3+420 TO STA. 3+580
1:250 1:25
32339
1470
24497
CTM
GSH
CJB
IM
DEC 2019
DEC 2019
DEC 2019
DEC 2019
JAN 17/20 GSH PRELIMINARY DESIGN IM
98SG008 MOSTAR ROAD, NW
SIDEWALK CURB, NEAR
RAILROAD TRACKS,
ELEVATION = 113.915m
A
FEB 28/20 AA 95% SUBMISSION IMB
APR 07/20 GA 100% SUBMISSION IMC
JUN 12/20 GA ISSUED FOR TENDER IMD
S
H
E
E
T
1
8
TURNER RD
ME
TR
AL D
RIV
E
T
U
L
IP
P
L
F
E
R
N
A
N
D
E
Z
P
L
M
A
L
P
A
S
S
R
D
B
E
R
G
E
N
O
P
Z
O
O
M
D
R
G
O
D
F
R
E
Y
R
D
S
O
M
E
R
S
E
T
D
R
S
O
M
E
R
S
E
T
D
R
M
O
S
T
A
R
R
O
A
D
SH
EE
T 10
SH
EE
T 11
S
H
E
E
T
1
2
S
H
E
E
T
1
3
S
H
E
E
T
1
4
S
H
E
E
T
1
6
S
H
E
E
T
1
7
S
H
E
E
T
1
5
3.6m LANE
3.6m LANE
1.5m
BIK
E L
AN
E
1.7m
BLV
D
1.5m
BIK
E L
AN
E
1.8m
SID
EW
ALK
2.4m
PA
RK
ING
PO
CK
ET
EX
. SID
EW
ALK
R
5
.
0
0
R
3
.
0
0
EXISTING PROPERTY
LINE (TYP.)
4.00
5.00
5.00
4.0
0
6.00
5.00
6.00
11.00
RE
VE
RS
E C
UR
B
ST
AN
DA
RD
CU
RB
BCB 01
CB 16
CB 17&18
CB 19&20
CB 22
CB 23
CB 21
BCB 02
BCB 03
BCB 04
BCB 05
BCB 06
SLB 20
SLB 21
SLB 22
SLB 23
CB TABLE
CB #
O/S
(m)
RIM ELEV.
(m)
SLB209.66 116.15
SLB219.78 116.24
SLB229.76 116.44
SLB239.75 116.62
CB166.00 116.20
CB176.00 116.11
CB186.00 116.11
CB193.60 116.33
CB203.60 116.33
CB2112.65 116.56
CB223.60 116.49
CB233.60 116.51
BCB014.90 116.19
BCB024.90 116.15
BCB034.90 116.17
BCB044.90 116.30
BCB054.90 116.58
BCB064.90 116.94
CONCRETE
LAWN
SURFACE TREATMENT
ASPHALT
BOULEVARD
CONCRETE BAND
TACTILE WARNING SURFACE INDICATOR
TEMPORARY 40mm ASPHALT PATCH
5180
5231
5221
SDMH09
SDMH10
S
S
S
D
W
W
C
SH
AW
VA
ULT
BH19-02
A
V
BH19-02
3+580
3+600
3+620
3+640
3+
660
3+
680
BC
: 3+
589.42
E
C
: 3+
679.18
CURVE DATA
Radius = 460.00m
Arc = 89.76m
Chord = 89.61m
PI DATA
Δ = 11°10'47"
Station = 3+634.45
Northing = 5454229.166
Easting = 425010.248
116
117
118
119
120
121
116
118
120
3+
580
3+
590
3+
600
3+
610
3+
620
3+
630
3+
640
3+
650
3+
660
3+
670
3+
680
3+
690
-0.7
4%
HIGH PT STA: 36+31.81
HIGH PT ELEV: 117.81
PVI STA:36+20.94
PVI ELEV:117.96
K:27.46
LVC:62.19
BV
CS
: 3+
589.85
BV
CE
: 117.49
EV
CS
: 3+
652.04
EV
CE
: 117.73
HP
117.26
117.336
117.42
117.489
117.58
117.623
117.72
117.720
117.81
117.782
117.85
117.806
117.84
117.795
117.82
117.747
117.80
117.674
117.73
117.600
117.66
117.527
117.57
117.453
-0.7
4%
I S S U E D F O R
T E N D E R
0
1:250
15m5
MA
TC
HL
IN
E 3
+6
90
FO
R C
ON
TIN
UA
TIO
N, S
EE
S
HE
ET
1
6
METRAL DRIVE
3.6m
LA
NE
3.6m
LA
NE
1.5m
BIK
E L
AN
E
1.7m
BLV
D
1.5m
BIK
E L
AN
E
1.8m
SID
EW
ALK
EX
. SID
EW
ALK
MA
TC
HL
IN
E 3
+5
80
FO
R C
ON
TIN
UA
TIO
N, S
EE
S
HE
ET
1
42.4
m P
AR
KIN
G L
AN
E
5221
5211
5181
5171
5151
5131
5144
5140
5180
EX. GROUND @ CL
PROP. GROUND @ CL
EXISTING PROPERTY
LINE (TYP.)
EXISTING PROPERTY
LINE (TYP.)
R
5
.
0
0
R3.00
R
5
.
0
0
R
3
.0
0
Date
Reference data
No. By Revisions Eng.
Drawn by
Approved by
Checked by
Design by
Consult.Dwg
Dwg No.
Eng File No.
Scale
Horiz.
Sheet of
Vert.
Title
Project
CITY OF NANAIMOT H E H A R B O U R C I T Y
G:\P
RO
JE
CT
S\32000\32300\32339_C
ON
_M
ET
RA
L_D
RIV
E_C
OM
PLE
TE
_S
TR
EE
T\02_C
AD
D\20_D
RA
FT
IN
G\S
HE
ET
S\32339_S
H_M
ET
RA
L_R
OA
D_P
LA
N_A
ND
_P
RO
FILE
6.12.2020
Date
Seal
METRAL DRIVE COMPLETE STREET CORRIDOR - PHASE 1
ROADWORKS PLAN AND PROFILE
STA. 3+580 TO STA. 3+690
1:250 1:25
32339
1570
24498
CTM
GSH
CJB
IM
DEC 2019
DEC 2019
DEC 2019
DEC 2019
JAN 17/20 GSH PRELIMINARY DESIGN IM
98SG008 MOSTAR ROAD, NW
SIDEWALK CURB, NEAR
RAILROAD TRACKS,
ELEVATION = 113.915m
A
FEB 28/20 AA 95% SUBMISSION IMB
APR 07/20 GA 100% SUBMISSION IMC
JUN 12/20 GA ISSUED FOR TENDER IMD
S
H
E
E
T
1
8
TURNER RD
ME
TR
AL D
RIV
E
T
U
L
IP
P
L
F
E
R
N
A
N
D
E
Z
P
L
M
A
L
P
A
S
S
R
D
B
E
R
G
E
N
O
P
Z
O
O
M
D
R
G
O
D
F
R
E
Y
R
D
S
O
M
E
R
S
E
T
D
R
S
O
M
E
R
S
E
T
D
R
M
O
S
T
A
R
R
O
A
D
SH
EE
T 10
SH
EE
T 11
S
H
E
E
T
1
2
S
H
E
E
T
1
3
S
H
E
E
T
1
4
S
H
E
E
T
1
6
S
H
E
E
T
1
7
S
H
E
E
T
1
5
3.6
m
LA
N
E
3.6
m
LA
N
E
1.5
m
BIK
E L
AN
E
1.7
m
BLV
D
1.5
m
BIK
E L
AN
E
1.8
m
SID
EW
ALK
EX
. SID
EW
ALK
2.4
m
PA
RK
ING
LA
NE
2.7m BLVD
RAISED INTERSECTION.
SEE SHEET 02 FOR
DETAILS
6.00
6.00
6.0
0
6.00
11.00
BCB 07
CB TABLE
CB #
O/S
(m)
RIM ELEV.
(m)
CB243.60 17.24
CB253.60 117.48
BCB074.90 114.28
BCB084.90 117.53
BCB094.90 117.47
BCB104.90 117.31
BCB 08
BCB 09
BCB 10
CB 24
CB 25
CONCRETE
LAWN
SURFACE TREATMENT
ASPHALT
BOULEVARD
CONCRETE BAND
TACTILE WARNING SURFACE INDICATOR
TEMPORARY 40mm ASPHALT PATCH
CONTRACTOR TO REMOVE STUMPS AND/OR ROOTS AS
REQUIRED TO CONSTRUCT PROPOSED WORKS (TYP)
SDMH11
SDMH12
S
D
D
D
D
BH19-01BH19-01
3+700
3+720 3+740 3+760
3
+
7
8
0
3
+
8
0
0
3
+
8
2
0
B
C
:
3
+
8
0
8
.
9
1
BC
: 3
+7
60
.4
1
E
C
:
3
+
8
0
6
.
6
9
CURVE DATA
Radius = 90.00m
Arc = 46.28m
Chord = 45.77m
PI DATA
Δ = 29°27'46"
Station = 3+784.07
Northing = 5454135.722
Easting = 425127.470
115
116
117
118
119
120
115
116
118
120
3+
690
3+
700
3+
710
3+
720
3+
730
3+
740
3+
750
3+
760
3+
770
3+
780
3+
790
3+
800
3+
810
3+
820
-1.35%
-0.42%
HIGH PT STA: 37+50.60
HIGH PT ELEV: 117.15
PVI STA:37+72.82
PVI ELEV:117.06
K:47.96
LVC:44.44
BV
CS
: 3+
750.60
BV
CE
: 117.15
EV
CS
: 3+
795.04
EV
CE
: 116.76
LOW PT STA: 37+11.60
LOW PT ELEV: 117.32
PVI STA:37+04.10
PVI ELEV:0.07
K:47.56
LVC:15.00
BV
CS
: 3+
696.60
BV
CE
: 117.40
EV
CS
: 3+
711.60
EV
CE
: 117.32
117.57
117.453
117.49
117.380
117.42
117.324
117.37
117.282
117.33
117.240
117.30
117.198
117.26
117.156
117.18
117.104
117.07
117.032
116.95
116.939
116.81
116.825
116.67
116.693
116.57
116.558
116.44
116.424
-1.35%
-0.42%
-0.42%
I S S U E D F O R
T E N D E R
0
1:250
15m5
MA
TC
HL
IN
E 3
+8
20
FO
R C
ON
TIN
UA
TIO
N, S
EE
S
HE
ET
1
7
METRAL DRIVE
3.6
m L
AN
E
3.6m LANE
1.5m BIKE LANE
1.7m BLVD
1.5m BIKE LANE
1.8m SIDEWALK
EX. SIDEWALK
MA
TC
HL
IN
E 3
+6
90
FO
R C
ON
TIN
UA
TIO
N, S
EE
S
HE
ET
1
5
BLV
D V
AR
IES
5107
5140
5131 5121 5102
SO
ME
RS
ET
D
RIV
E
EX. GROUND @ CL
PROP. GROUND @ CL
EXISTING PROPERTY
LINE (TYP.)
EXISTING PROPERTY
LINE (TYP.)
LIMIT OF PAVING
Date
Reference data
No. By Revisions Eng.
Drawn by
Approved by
Checked by
Design by
Consult.Dwg
Dwg No.
Eng File No.
Scale
Horiz.
Sheet of
Vert.
Title
Project
CITY OF NANAIMOT H E H A R B O U R C I T Y
G:\P
RO
JE
CT
S\32000\32300\32339_C
ON
_M
ET
RA
L_D
RIV
E_C
OM
PLE
TE
_S
TR
EE
T\02_C
AD
D\20_D
RA
FT
IN
G\S
HE
ET
S\32339_S
H_M
ET
RA
L_R
OA
D_P
LA
N_A
ND
_P
RO
FILE
6.12.2020
Date
Seal
METRAL DRIVE COMPLETE STREET CORRIDOR - PHASE 1
ROADWORKS PLAN AND PROFILE
STA. 3+690 TO STA. 3+820
1:250 1:25
32339
1670
24498
CTM
GSH
CJB
IM
DEC 2019
DEC 2019
DEC 2019
DEC 2019
JAN 17/20 GSH PRELIMINARY DESIGN IM
98SG008 MOSTAR ROAD, NW
SIDEWALK CURB, NEAR
RAILROAD TRACKS,
ELEVATION = 113.915m
A
FEB 28/20 AA 95% SUBMISSION IMB
APR 07/20 GA 100% SUBMISSION IMC
JUN 12/20 GA ISSUED FOR TENDER IMD
ASPHALT CURB
S
H
E
E
T
1
8
TURNER RD
ME
TR
AL D
RIV
E
T
U
L
IP
P
L
F
E
R
N
A
N
D
E
Z
P
L
M
A
L
P
A
S
S
R
D
B
E
R
G
E
N
O
P
Z
O
O
M
D
R
G
O
D
F
R
E
Y
R
D
S
O
M
E
R
S
E
T
D
R
S
O
M
E
R
S
E
T
D
R
M
O
S
T
A
R
R
O
A
D
SH
EE
T 10
SH
EE
T 11
S
H
E
E
T
1
2
S
H
E
E
T
1
3
S
H
E
E
T
1
4
S
H
E
E
T
1
6
S
H
E
E
T
1
7
S
H
E
E
T
1
5
R
5
.
0
0
R
3
.
0
0
BUS STOP
BUS STOP
4.50 5.00
11.0
0
CB TABLE
CB #
O/S
(m)
RIM ELEV.
(m)
SLB2310.20 117.13
CB263.61 117.20
CB270.50 117.12
CB283.60 117.00
CB2911.34 117.02
CB303.60 116.51
BCB114.90 117.12
BCB124.90 117.00
BCB 11BCB 12
CB 26
CB 28
CB 27
CB 30
CB 29
CONCRETE
LAWN
SURFACE TREATMENT
ASPHALT
BOULEVARD
CONCRETE BAND
TACTILE WARNING SURFACE INDICATOR
TEMPORARY 40mm ASPHALT PATCH
SLB 23
CONTRACTOR TO REMOVE STUMPS AND/OR ROOTS AS
REQUIRED TO CONSTRUCT PROPOSED WORKS (TYP)
MEDIAN ISLAND (SEE
SHEET 03 FOR DETAILS)
SDMH13
SDMH14
24499
S
D
D
3
+
8
7
3
3+820
3
+
8
4
0
3
+
8
6
0
E
C
:
3
+
8
5
6
.
0
0
CURVE DATA
Radius = 100.00m
Arc = 47.09m
Chord = 46.66m
PI DATA
Δ = 26°58'53"
Station = 3+832.90
Northing = 5454089.467
Easting = 425146.137
Metral CL Alignment
115
116
117
118
115
116
118
3+
820
3+
830
3+
840
3+
850
3+
860
3+
870
-0.11%
LOW PT STA: 38+56.25
LOW PT ELEV: 116.12
PVI STA:38+41.23
PVI ELEV:0.07
K:24.19
LVC:30.03
BV
CS
: 3
+8
26
.2
2
BV
CE
: 1
16
.3
4
EV
CS
: 3
+8
56
.2
5
EV
CE
: 1
16
.1
2
116.44
116.424
116.32
116.292
116.19
116.193
116.14
116.136
116.12
116.117
116.11
116.107
-1.35%
I S S U E D F O R
T E N D E R
0
1:250
15m5
METRAL DRIVE
3.6m
LA
N
E
3.6m
LA
N
E
1.5m
B
IK
E
LA
N
E
1.7m
B
LV
D
1.5m
B
IK
E
LA
N
E
1.8m
S
ID
E
W
A
LK
1.8m
S
ID
E
W
A
LK
MA
TC
HL
IN
E 3
+8
20
FO
R C
ON
TIN
UA
TIO
N, S
EE
S
HE
ET
1
6
2.7m
B
LV
D
E
X
.
S
M
H
EX. DMH
5
1
0
7
MO
ST
AR
R
OA
D
MATCHLINE
FOR CONTINUATION, SEE THIS SHEET 18
E
X
.
D
M
H
EX. GROUND @ CL
PROP. GROUND @ CL
EXISTING PROPERTY
LINE (TYP.)
R
1
2
.
0
0
Date
Reference data
No. By Revisions Eng.
Drawn by
Approved by
Checked by
Design by
Consult.Dwg
Dwg No.
Eng File No.
Scale
Horiz.
Sheet of
Vert.
Title
Project
CITY OF NANAIMOT H E H A R B O U R C I T Y
G:\P
RO
JE
CT
S\32000\32300\32339_C
ON
_M
ET
RA
L_D
RIV
E_C
OM
PLE
TE
_S
TR
EE
T\02_C
AD
D\20_D
RA
FT
IN
G\S
HE
ET
S\32339_S
H_M
ET
RA
L_R
OA
D_P
LA
N_A
ND
_P
RO
FILE
6.12.2020
Date
Seal
METRAL DRIVE COMPLETE STREET CORRIDOR - PHASE 1
ROADWORKS PLAN AND PROFILE
STA. 3+820 TO STA. 3+870
1:250 1:25
32339
1770
24499
CTM
GSH
CJB
IM
DEC 2019
DEC 2019
DEC 2019
DEC 2019
JAN 17/20 GSH PRELIMINARY DESIGN IM
98SG008 MOSTAR ROAD, NW
SIDEWALK CURB, NEAR
RAILROAD TRACKS,
ELEVATION = 113.915m
A
FEB 28/20 AA 95% SUBMISSION IMB
APR 07/20 GA 100% SUBMISSION IMC
JUN 12/20 GA ISSUED FOR TENDER IMD
S
H
E
E
T
1
8
TURNER RD
ME
TR
AL D
RIV
ET
U
L
IP
P
L
F
E
R
N
A
N
D
E
Z
P
L
M
A
L
P
A
S
S
R
D
B
E
R
G
E
N
O
P
Z
O
O
M
D
R
G
O
D
F
R
E
Y
R
D
S
O
M
E
R
S
E
T
D
R
S
O
M
E
R
S
E
T
D
R
M
O
S
T
A
R
R
O
A
D
SH
EE
T 10
SH
EE
T 11
S
H
E
E
T
1
2
S
H
E
E
T
1
3
S
H
E
E
T
1
4
S
H
E
E
T
1
6
S
H
E
E
T
1
7
S
H
E
E
T
1
5
REMOVE EXISTING
ISLAND
MULTI-USE CURB RAMP.
SEE SHEET 04 FOR DETAILS.
MULTI-USE CURB RAMP.
SEE SHEET 04 FOR DETAILS.
R
E
V
E
R
S
E
C
U
R
B
S
T
A
N
D
A
R
D
C
U
R
B
CB TABLE
CB #
O/S
(m)
RIM ELEV.
(m)
CB318.07 115.99
CB328.33 115.99
CB334.60 116.00
CB344.62 116.02
CB3519.28 116.05
C
B
3
3
&
3
4
CB 35
CONCRETE
LAWN
SURFACE TREATMENT
ASPHALT
BOULEVARD
CONCRETE BAND
TACTILE WARNING SURFACE INDICATOR
TEMPORARY 40mm ASPHALT PATCH
CB 31&32
3.0m WIDE MUP AS PER CON STD
DWG CS-10A (75mm THICK ASPHALT)
MEDIAN ISLAND (SEE
SHEET 03 FOR DETAILS)
24500
X
X
X
X
X
X
X
X
X
X
X
D
3
+
8
7
3
3
+
8
6
0
E
C
:
3
+
8
5
6
.
0
0
I S S U E D F O R
T E N D E R
0
1:250
15m5
MOSTAR ROAD
EX. DMH
5163
M
E
T
R
A
L
D
R
I
V
E
5153
5143
5133
5123
5107
Date
Reference data
No. By Revisions Eng.
Drawn by
Approved by
Checked by
Design by
Consult.Dwg
Dwg No.
Eng File No.
Scale
Horiz.
Sheet of
Vert.
Title
Project
CITY OF NANAIMOT H E H A R B O U R C I T Y
G:\P
RO
JE
CT
S\32000\32300\32339_C
ON
_M
ET
RA
L_D
RIV
E_C
OM
PLE
TE
_S
TR
EE
T\02_C
AD
D\20_D
RA
FT
IN
G\S
HE
ET
S\32339_S
H_M
ET
RA
L_R
OA
D_P
LA
N_A
ND
_P
RO
FILE
6.12.2020
Date
Seal
METRAL DRIVE COMPLETE STREET CORRIDOR - PHASE 1
ROADWORKS
MOSTAR ROAD SIDEWALK EXTENSION
1:250 1:25
32339
1870
24501
CTM
GSH
CJB
IM
DEC 2019
DEC 2019
DEC 2019
DEC 2019
JAN 17/20 GSH PRELIMINARY DESIGN IM
98SG008 MOSTAR ROAD, NW
SIDEWALK CURB, NEAR
RAILROAD TRACKS,
ELEVATION = 113.915m
A
FEB 28/20 AA 95% SUBMISSION IMB
APR 07/20 GA 100% SUBMISSION IMC
JUN 12/20 GA ISSUED FOR TENDER IMD
3
.0
0
m
TIE INTO EXISTING
CONCRETE SIDEWALK
TIE INTO EXISTING
ASPHALT SIDEWALK
EXTEND EXISTING
SIDEWALK 1.2m
(SEE SHEET 02
FOR DETAILS)
CONCRETE
LAWN
SURFACE TREATMENT
ASPHALT
BOULEVARD
CONCRETE BAND
TACTILE WARNING SURFACE INDICATOR
TEMPORARY 40mm ASPHALT PATCH
S
H
E
E
T
1
8
T
U
R
N
E
R
R
D
M
E
T
R
A
L
D
R
I
V
E
T
U
L
I
P
P
L
F
E
R
N
A
N
D
E
Z
P
L
M
A
L
P
A
S
S
R
D
B
E
R
G
E
N
O
P
Z
O
O
M
D
R
G
O
D
F
R
E
Y
R
D
S
O
M
E
R
S
E
T
D
R
S
O
M
E
R
S
E
T
D
R
M
O
S
T
A
R
R
O
A
D
S
H
E
E
T
1
0
S
H
E
E
T
1
1
S
H
E
E
T
1
2
S
H
E
E
T
1
3
S
H
E
E
T
1
4
S
H
E
E
T
1
6
SH
EE
T 17
S
H
E
E
T
1
5
REFER TO REMOVALS
SHEETS FOR TREE
REMOVALS (TYP)
RETAIN EXISTING
SIDEWALK
S
SS
S
2
+
8
0
0
2
+
8
2
0
2
+
8
0
0
2
+
8
2
0
24+000
2
4
+
0
2
0
2
4
+
0
4
0
2
4
+
0
4
4
CURVE DATA
Radius = 29.16m
Arc = 19.34m
Chord = 18.99m
PI DATA
Δ = 38°00'48"
Station = 24+023.96
Northing = 5454757.276
Easting = 424381.615
ST
A. 24
+0
14.31
N 545
475
9.537
E 42
437
2.230
LIM
IT
O
F
CO
NS
TR
UC
TIO
N
BC
: 2
4+
01
3.9
2
E
C
:
2
4
+
0
3
3
.
2
6
107
108
109
108
24
+0
20
24
+0
30
24
+0
40
24
+0
50
10
6.9
4
10
6.9
37
10
6.8
8
10
6.8
06
10
6.7
0
5
.
0
0
%
-2
.0
2
%
-
5
.
8
9
%
-1.33%
GR
AD
E B
RE
AK
S
TA
=
24+
039.55
ELE
V =
106.708
EV
CS
: 24+
021.14
EV
CE
: 106.92
D
D
TULIP P
L
X
XX
XX
S
W
S
S
3+
040
3+
060
BH19-12
3+
040
3+
060
25+000 25+020 25+040 25+060 25+080
25+
100
25+
104
BC
: 2
5+
07
8.8
7
EC
: 25+
091.02
CURVE DATA
Radius = 120.26m
Arc = 12.15m
Chord = 12.14m
PI DATA
Δ = 5°47'16"
Station = 25+084.95
Northing = 5454575.155
Easting = 424542.639
110
111
112
113
114
115
116
110
112
114
116
25+
000
25+
010
25+
020
25+
030
25+
040
25+
050
25+
060
25+
070
25+
080
25+
090
25+
100
25+
110
109.82
110.13
110.47
110.94
111.43
111.90
112.37
112.81
113.20
113.282
113.51
113.657
1
0
.
0
0
%
1
.9
6
%
-
4
.
5
4
%
5
.
0
4
%
GR
AD
E B
RE
AK
S
TA
=
2
5+
08
4.6
0
EL
EV
=
1
13
.0
10
GR
AD
E B
RE
AK
S
TA
=
2
5+
10
0.3
8
EL
EV
=
1
13
.6
40
I S S U E D F O R
T E N D E R
98SG008 MOSTAR ROAD, NW
SIDEWALK CURB, NEAR
RAILROAD TRACKS,
ELEVATION = 113.915m
0
1:250
15m5
M
E
T
R
A
L
D
R
I
V
E
MALPASS ROAD
5705
EX. SMH
EX. SMH
5700
5746
5705
RAISED INTERSECTION.
SEE SHEET 02 FOR
DETAILS
EX. SMH
TIE INTO EXISTING
PAVEMENT
5666
5664
5715
EX. SMH
PROP. CURB AND GUTTER
AS PER CITY OF NANAIMO
STD. DWG. CS-1
M
E
T
R
A
L
D
R
IV
E
EX. SMH
5614
5615
5502
3.3m LANE
3.3m LANE
TULIP PLACE
RAISED INTERSECTION.
SEE SHEET 02 FOR
DETAILS
TIE INTO EXISTING
PAVEMENT
PROP. CURB AND GUTTER
AS PER CITY OF NANAIMO
STD. DWG. CS-1
3.3m LANE
3.3m LANE
ASPHALT CURB
TO BE TIED INTO
EXISTING CURB
PAVEMENT TREATMENT:- MILL EXISTING ASPHALT AND OVERLAY
WITH 50mm UPPER COURSE #1 ASPHALT- 50mm UPPER COURSE #1 ASPHALT
COMPACTED TO >= 97% OF 75 BLOWMARSHAL
5464
5522
5542
5552
5553
5543
5523
MALPASS ROAD RAISED INTERSECTION PLAN
TULIP PLACE - METRAL DRIVE RAISED INTERSECTION PLAN
TULIP PLACE - METRAL DRIVE RAISED INTERSECTION PROFILE
MALPASS ROAD RAISED INTERSECTION PROFILE
Date
Reference data
No. By Revisions Eng.
Drawn by
Approved by
Checked by
Design by
Consult.Dwg
Dwg No.
Eng File No.
Scale
Horiz.
Sheet of
Vert.
Title
Project
CITY OF NANAIMOT H E H A R B O U R C I T Y
G:\P
RO
JE
CT
S\32000\32300\32339_C
ON
_M
ET
RA
L_D
RIV
E_C
OM
PLE
TE
_S
TR
EE
T\02_C
AD
D\20_D
RA
FT
IN
G\S
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S\32339_S
H_IN
TE
RS
EC
TIO
NS
4.6.2020
Date
Seal
METRAL DRIVE COMPLETE STREET CORRIDOR - PHASE 1
INTERSECTIONS
MALPASS RD AND TULIP PL
1:250 1:25
32339
1970
24502
CM
GSH
CJB
IM
DEC 2019
DEC 2019
DEC 2019
DEC 2019
JAN 17/20 GSH PRELIMINARY DESIGN IMA
FEB 28/20 AA 95% SUBMISSION IMB
APR 07/20 GA 100% SUBMISSION IMC
JUN 12/20 GA ISSUED FOR TENDER IMD
D
D
FERNANDEZ PL
XX
XX
XX
XX
X
X
D
X
XX
X
SS
3+
060
3+
080
BH19-07
BH19-11
3+
060
3+
080
EC: 3+071.15
26+000 26+020 26+040 26+060 26+080 26+093
ST
AR
T: 26+
000.00
EN
D: 26+
092.57
114
115
116
117
114
116
114.61
114.73
114.77
114.74
114.66
114.54
114.36
114.439
114.35
114.19
26+
000
26+
010
26+
020
26+
030
26+
040
26+
050
26+
060
26+
070
26+
080
26+
090
-1.51%
5
.
0
0
%
-2
.0
0
%
-
5
.
8
8
%
GR
AD
E B
RE
AK
S
TA
=
2
6+
06
0.3
2
EL
EV
=
1
14
.5
34
GR
AD
E B
RE
AK
S
TA
=
2
6+
07
6.6
7
EL
EV
=
1
14
.3
31
X
X
X
X
X
X
X
X
X
X
3+
200
3+
220
2
7
+
0
0
0
27+
020
27+040 27+042
EC
: 27+
031.62
3+
200
3+
220
ST
A. 27+
017.19
N 5454470.587
E 424669.262
LIM
IT
O
F
CO
NS
TR
UC
TIO
N
0+
026
END: 0+026.13
CURVE DATA
Radius = 115.10m
Arc = 31.62m
Chord = 31.52m
PI DATA
Δ = 15°44'24"
Station = 27+015.91
Northing = 5454472.329
Easting = 424669.567
116
117
118
119
116
118
27
+0
10
27
+0
20
27
+0
30
27
+0
40
11
5.7
0
11
5.8
3
11
5.8
42
11
6.1
1
11
6.3
00
11
6.4
6
7
.
4
8
%
1
.8
4
%
4
.
9
9
%
2
.0
1
%
-
4
.
5
0
%
GR
AD
E B
RE
AK
S
TA
=
27+
017.19
ELE
V =
115.782
GR
AD
E B
RE
AK
S
TA
=
27+
029.62
ELE
V =
116.272
GR
AD
E B
RE
AK
S
TA
=
27+
031.62
ELE
V =
116.422
GR
AD
E B
RE
AK
S
TA
=
27+
035.52
ELE
V =
116.500
GR
AD
E B
RE
AK
S
TA
=
27+
037.07
ELE
V =
116.430
LOW PT STA: 270+18.19
LOW PT ELEV: 115.80
PVI STA:270+21.34
PVI ELEV:0.07
K:2.00
LVC:6.30
BV
CS
: 27+
018.19
BV
CE
: 115.80
EV
CS
: 27+
024.49
EV
CE
: 116.02
7
.
4
8
%
1
.8
4
%
4
.
9
9
%
2
.0
1
%
-
4
.
5
0
%
GR
AD
E B
RE
AK
S
TA
=
27+
017.19
ELE
V =
115.782
GR
AD
E B
RE
AK
S
TA
=
27+
029.62
ELE
V =
116.272
GR
AD
E B
RE
AK
S
TA
=
27+
031.62
ELE
V =
116.422
GR
AD
E B
RE
AK
S
TA
=
27+
035.52
ELE
V =
116.500
GR
AD
E B
RE
AK
S
TA
=
27+
037.07
ELE
V =
116.430
LOW PT STA: 270+18.19
LOW PT ELEV: 115.80
PVI STA:270+21.34
PVI ELEV:0.07
K:2.00
LVC:6.30
BV
CS
: 27+
018.19
BV
CE
: 115.80
EV
CS
: 27+
024.49
EV
CE
: 116.02
I S S U E D F O R
T E N D E R
98SG008 MOSTAR ROAD, NW
SIDEWALK CURB, NEAR
RAILROAD TRACKS,
ELEVATION = 113.915m
0
1:250
15m5
ME
TR
AL
D
RIV
E
EX. SMH
5464
5513
5533
FERNANDEZ PL
ME
TR
AL
D
RIV
E
5430
5412
5410
5432
5523
5522
5512
5502
5535
3.3m LANE
3.3m LANE
RAISED INTERSECTION.
SEE SHEET 02 FOR
DETAILS
TIE INTO EXISTING
PAVEMENT
PROP. CURB AND GUTTER
AS PER CITY OF NANAIMO
STD. DWG. CS-1
RAISED INTERSECTION.
SEE SHEET 02 FOR
DETAIL.S
TIE INTO EXISTING
PAVEMENT
PROP. CURB AND GUTTER
AS PER CITY OF NANAIMO
STD. DWG. CS-1
PAVEMENT TREATMENT:- MILL EXISTING ASPHALT AND OVERLAY
WITH 50mm UPPER COURSE #1 ASPHALT- 50mm UPPER COURSE #1 ASPHALT
COMPACTED TO >= 97% OF 75 BLOWMARSHAL
FERNANDEZ PLACE - METRAL DRIVE RAISED INTERSECTION PLAN
5423
3.3m LANE
3.3m LANE
BERGEN-OP-ZOOM DR
ASPHALT CURB
TO BE TIED INTO
EXISTING CURB
BERGEN-OP-ZOOM DRIVE - METRAL DRIVE RAISED INTERSECTION PLAN
BERGEN-OP-ZOOM DRIVE RAISED INTERSECTION PROFILE
FERNANDEZ PLACE RAISED INTERSECTION PROFILE
Date
Reference data
No. By Revisions Eng.
Drawn by
Approved by
Checked by
Design by
Consult.Dwg
Dwg No.
Eng File No.
Scale
Horiz.
Sheet of
Vert.
Title
Project
CITY OF NANAIMOT H E H A R B O U R C I T Y
G:\P
RO
JE
CT
S\32000\32300\32339_C
ON
_M
ET
RA
L_D
RIV
E_C
OM
PLE
TE
_S
TR
EE
T\02_C
AD
D\20_D
RA
FT
IN
G\S
HE
ET
S\32339_S
H_IN
TE
RS
EC
TIO
NS
4.6.2020
Date
Seal
METRAL DRIVE COMPLETE STREET CORRIDOR - PHASE 1
INTERSECTIONS
FERNANDEZ PL AND BERGEN-OP-ZOOM DR
1:250 1:25
32339
2070
24503
CM
GSH
CJB
IM
DEC 2019
DEC 2019
DEC 2019
DEC 2019
JAN 17/20 GSH PRELIMINARY DESIGN IMA
FEB 28/20 AA 95% SUBMISSION IMB
APR 07/20 GA 100% SUBMISSION IMC
JUN 12/20 GA ISSUED FOR TENDER IMD
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
W
3
+
2
4
0
3
+
2
6
0
3
+
2
8
0
3
+
2
4
0
3
+
2
6
0
3
+
2
8
0
B
C
:
3
+
2
7
3
.
3
4
28+000
2
8
+
0
2
0
2
8
+
0
3
3
CURVE DATA
Radius = 30.01m
Arc = 7.78m
Chord = 7.76m
PI DATA
Δ = 14°51'31"
Station = 28+011.18
Northing = 5454409.113
Easting = 424668.609
ST
A. 28+
00
0.00
N 54
5440
6.782
E 4
246
57.679
LIM
IT
O
F
CO
NS
TR
UC
TIO
N
B
C
3
+
2
3
9
.
5
5
E
C
3
+
2
6
4
.
1
8
E
C
3
+
2
7
8
.
5
6
B
C
2
8
+
0
1
9
.
8
2
E
C
2
8
+
0
1
5
.
8
5
B
C
3
+
2
6
4
.
1
8
-0+
000
0
+
0
2
0
0
+
0
3
6
S
T
A
R
T
: -0+
000.00
P
R
C
:
0
+
0
0
7
.
6
3
P
C
C
:
0
+
0
1
6
.
3
1
P
R
C
:
0
+
0
3
1
.
0
7
E
N
D
:
0
+
0
3
6
.
0
7
0
+
0
0
0
0
+
0
2
0
0
+
0
2
6
S
T
A
R
T
: 0
+
0
0
0
.0
0
P
C
C
:
0
+
0
0
6
.
3
5
E
C
:
0
+
0
2
1
.
1
3
E
N
D
:
0
+
0
2
6
.
1
3
117
118
119
118
28+
000
28+
010
28+
020
28+
030
2
.1
0
%
-0.50%
GR
AD
E B
RE
AK
S
TA
=
28+
000.00
ELE
V =
116.614
GR
AD
E B
RE
AK
S
TA
=
28+
027.96
ELE
V =
117.052
HIGH PT STA: 280+25.12
HIGH PT ELEV: 117.06
PVI STA:280+22.21
PVI ELEV:117.08
K:3.63
LVC:9.45
BV
CS
: 28+
017.48
BV
CE
: 116.98
EV
CS
: 28+
026.94
EV
CE
: 117.06
HP
116.61
116.614
116.78
116.824
116.88
117.026
116.96
117
118 118
PC
C 116.82m
MID
116.93m
EC
116.91m
M
E
T
R
A
L
D
R
IV
E
GUTTER
PROFILE
G
O
D
F
R
E
Y
R
O
A
D
116.79
116.88
116.94
EN
D O
F C
UR
B
1/4
3/4
117
118 118
MID
117.00m
PC
C 117.03m
MID
117.03m
METRAL DRIVE
GUTTER
PROFILE
G
O
D
F
R
E
Y
R
O
A
D
117.03
117.04
3/4
1/4
PR
C 116.94m
MID
117.00m
PC
C 117.03m
MID
117.03m
PR
C 117.02m
116.88
EN
D O
F C
UR
B
I S S U E D F O R
T E N D E R
98SG008 MOSTAR ROAD, NW
SIDEWALK CURB, NEAR
RAILROAD TRACKS,
ELEVATION = 113.915m
0
1:250
15m5
5412
5513
GODFREY ROAD
5410
3.3m LANE
3.3m LANE
TYPE M CONCRETE
CURB RAMP AS PER
CON STD DWG CS-16
M
E
T
R
A
L
D
R
I
V
E
TYPE S CONCRETE
CURB RAMP AS PER
CON STD DWG CS-13
GODFREY ROAD - METRAL DRIVE
INTERSECTION PLAN
TYPE S CONCRETE
CURB RAMP AS PER
CON STD DWG CS-13
TIE INTO EXISTING
PAVEMENT
EX. SMH
R
5
0
.
0
0
R8.00
R
8
.
0
0
GODFREY ROAD - METRAL DRIVE
CURB RETURN PROFILES
GODFREY ROAD - METRAL DRIVE
INTERSECTION PROFILE
Date
Reference data
No. By Revisions Eng.
Drawn by
Approved by
Checked by
Design by
Consult.Dwg
Dwg No.
Eng File No.
Scale
Horiz.
Sheet of
Vert.
Title
Project
CITY OF NANAIMOT H E H A R B O U R C I T Y
G:\P
RO
JE
CT
S\32000\32300\32339_C
ON
_M
ET
RA
L_D
RIV
E_C
OM
PLE
TE
_S
TR
EE
T\02_C
AD
D\20_D
RA
FT
IN
G\S
HE
ET
S\32339_S
H_IN
TE
RS
EC
TIO
NS
4.6.2020
Date
Seal
METRAL DRIVE COMPLETE STREET CORRIDOR - PHASE 1
INTERSECTIONS
GODFREY RD
1:250 1:25
32339
2170
24504
CM
GSH
CJB
IM
DEC 2019
DEC 2019
DEC 2019
DEC 2019
JAN 17/20 GSH PRELIMINARY DESIGN IMA
FEB 28/20 AA 95% SUBMISSION IMB
APR 07/20 GA 100% SUBMISSION IMC
JUN 12/20 GA ISSUED FOR TENDER IMD
S
D
3+
760
3+
780
3+
760
3+
780
BC
: 3+
760.41
31+
000
31+020
31+040 31+057
CURVE DATA
Radius = 244.09m
Arc = 29.78m
Chord = 29.76m
PI DATA
Δ = 6°59'23"
Station = 31+014.91
Northing = 5454125.670
Easting = 425097.779
ST
A. 31+
006.82
N 5454119.220
E 425092.896
LIM
IT
O
F
CO
NS
TR
UC
TIO
N
S
TA
R
T: 31+
000.00
MID
: 31+
014.89
EC
: 31+
029.78
116
117
118
116
118
29
+0
40
29
+0
50
29
+0
60
29
+0
70
11
5.5
1
11
6.1
6
11
6.2
04
11
6.6
5
11
6.7
89
11
6.7
1
6
.
7
3
%
1
0
.
0
0
%
1
.9
9
%
-
4
.
5
1
%
GR
AD
E B
RE
AK
S
TA
=
2
9+
04
4.7
7
EL
EV
=
1
15
.8
52
GR
AD
E B
RE
AK
S
TA
=
2
9+
06
2.1
6
EL
EV
=
1
16
.7
31
X X X XX X
X
X
S
D
3+
360
3+
380
3+
360
3+
380
E
C
: 3+
355.93
29+040
29+
060
29+
076
PI: 2
9+
04
7.9
3
E
N
D
: 29+
076.48
ST
A. 29+
039.24
N 5454337.048
E 424755.979
LIM
IT
O
F
CO
NS
TR
UC
TIO
N
M
O
S
T
A
R
R
D
D
3
+
8
4
0
3+860 3+873
3
+
8
4
0
3+860 3+873
EC
: 3
+8
56
.0
0
EN
D: 3
+8
72
.5
2
BC
3+
854.91
3
2
+
2
0
0
3
2
+
2
2
0
3
2
+
2
4
0
E
C
3
2
+
1
9
4
.
1
4
B
C
3+
841.73
E
C
/
B
C
3
+
8
5
1
.
1
0
E
C
3
2
+
2
2
6
.
6
3
B
C
3
2
+
2
2
9
.
1
3
B
C
EC
1+
000
1+
020
1
+
0
4
0
1+
047
1+
000
1
+
0
2
0
1
+
0
3
2
ST
AR
T: 1+
000.00
PC
C: 1
+0
12
.0
1
E
C
:
1
+
0
2
6
.
8
6
E
N
D
:
1
+
0
3
2
.
4
2
117
118
119
118
31
+0
10
31
+0
20
31
+0
30
31
+0
40
11
7.0
5
11
7.1
0
11
7.1
06
11
7.0
7
11
7.0
95
11
7.0
7
5
.
0
0
%
-1
.9
9
%
-
5
.
9
1
%
0.50% -0.50%
GR
AD
E B
RE
AK
S
TA
=
3
1+
01
3.7
8
EL
EV
=
1
17
.0
83
GR
AD
E B
RE
AK
S
TA
=
3
1+
03
7.1
4
EL
EV
=
1
17
.0
10
HIGH PT STA: 310+20.68
HIGH PT ELEV: 117.11
PVI STA:310+20.68
PVI ELEV:117.12
K:8.59
LVC:8.59
BV
CS
: 3
1+
01
6.3
9
BV
CE
: 1
17
.1
0
EV
CS
: 3
1+
02
4.9
8
EV
CE
: 1
17
.1
0
HP
116
117
116M
ET
RA
L D
RIV
E
1/4
116.06
3/4
MO
STAR R
OAD
GUTTER
PROFILE
ST
AR
T 116.10m
EN
D 116.08m
EC
116.07m
PC
C 116.03m
MID
116.05m
116.04
116
117
116
ST
AR
T 116.13m
EN
D 116.38m
BC
116.08m
EC
116.07m
PC
C 116.01m
PC
C 116.26m
MID
116.04m
MID
116.12m
ME
TR
AL D
RIV
E
IS
L
A
N
D
H
W
Y
1/4
3/4
116.03
116.06
116.10
116.19
1/4
3/4
GUTTER
PROFILE
116.04
MID
I S S U E D F O R
T E N D E R
98SG008 MOSTAR ROAD, NW
SIDEWALK CURB, NEAR
RAILROAD TRACKS,
ELEVATION = 113.915m
0
1:250
15m5
3.3m LANE
3.3m LANE
EX. SMH
5107
5102
M
E
T
R
A
L D
R
IV
E
EX. DMH
SO
M
ER
SE
T D
R
IVE
RAISED INTERSECTION.
SEE SHEET 02 FOR
DETAILS
TIE INTO EXISTING
ASPHALT CURB
PROP. CURB AND GUTTER
AS PER CITY OF NANAIMO
STD. DWG. CS-1
TIE INTO EXISTING
CURB AND GUTTER
TIE INTO EXISTING
ASPHALT
PROP. CURB AND GUTTER
AS PER CITY OF NANAIMO
STD. DWG. CS-1
3.3m LANE
3.3m LANE
RAISED INTERSECTION.
SEE SHEET 02 FOR
DETAILS
EX. SMH
EX. DMH
5297
5342
5296
5330
5290
SOMERSET DRIVE
M
E
T
R
A
L D
R
IV
E
METRAL DRIVE
5107
M
O
S
T
A
R
R
O
A
D
EX. DMH
TYPE S CONCRETE
CURB RAMP AS PER
CON STD DWG CS-13
R
1
2
.0
0
TYPE S CONCRETE
CURB RAMP AS PER
CON STD DWG CS-13
MOSTAR ROAD - METRAL DRIVE
CURB RETURN PROFILES
SOMERSET DRIVE (NORTH)
RAISED INTERSECTION PROFILE
SOMERSET DRIVE (SOUTH)
RAISED INTERSECTION PROFILE
SOMERSET DRIVE (SOUTH) - METRAL DRIVE RAISED
INTERSECTION PLAN
SOMERSET DRIVE (NORTH) - METRAL DRIVE RAISED
INTERSECTION PLANMOSTAR ROAD - METRAL DRIVE INTERSECTION PLAN
Date
Reference data
No. By Revisions Eng.
Drawn by
Approved by
Checked by
Design by
Consult.Dwg
Dwg No.
Eng File No.
Scale
Horiz.
Sheet of
Vert.
Title
Project
CITY OF NANAIMOT H E H A R B O U R C I T Y
G:\P
RO
JE
CT
S\32000\32300\32339_C
ON
_M
ET
RA
L_D
RIV
E_C
OM
PLE
TE
_S
TR
EE
T\02_C
AD
D\20_D
RA
FT
IN
G\S
HE
ET
S\32339_S
H_IN
TE
RS
EC
TIO
NS
4.6.2020
Date
Seal
METRAL DRIVE COMPLETE STREET CORRIDOR - PHASE 1
INTERSECTIONS
SOMERSET DR AND MOSTAR RD
1:250 1:25
32339
2270
24505
CM
GSH
CJB
IM
DEC 2019
DEC 2019
DEC 2019
DEC 2019
JAN 17/20 GSH PRELIMINARY DESIGN IMA
FEB 28/20 AA 95% SUBMISSION IMB
APR 07/20 GA 100% SUBMISSION IMC
JUN 12/20 GA ISSUED FOR TENDER IMD
R
8
.0
0
R
1
4
.
0
0
R
3
0
.0
0
R30.00
END OF
CONCRETE CURB