LONGFIELDS DRIVE & GOLFLINKS DRIVE ROUNDABOUT · 2019. 9. 11. · golflinks drive roundabout...
Transcript of LONGFIELDS DRIVE & GOLFLINKS DRIVE ROUNDABOUT · 2019. 9. 11. · golflinks drive roundabout...
SITE
GR
EE
NB
AN
K R
OA
D
CAMBRI
AN ROAD
KIL
BIR
MIE D
RIV
E
GOLFLINKS DRIVE
PRIN
CE O
F W
ALE
S D
RIV
E
DRIV
E
GOLF
LIN
KS
ROADBARNSDALE
RID
EA
U RIV
ER
DIRECTOR
ALAIN C. GONTHIER, P. ENG.
INFRASTRUCTURE SERVICES
CONTRACT NO. CP000371
GOLFLINKS DRIVE ROUNDABOUTLONGFIELDS DRIVE &
LONGFIELDS DRIVE
CO
UR
TS
TA
NH
OP
E
NOT FOR CONSTRUCTION
JUNE 28, 2019
ISSUED FOR TENDER
18084-000-COV-01.dgn 2019-06-28 12:57:25 PM
2 ISSUED FOR TENDER R.C. 28.06.19
FO
R C
ON
TIN
UA
TIO
N S
EE D
WG. G
02
MA
TC
H LIN
E S
TA. 2
0+825
MA
TC
H LIN
E S
TA. 2
0+975
FO
R C
ON
TIN
UA
TIO
N S
EE D
WG. G
01
MATCH LINE STA. 24+050
FOR CONTINUATION SEE DWG. G03
FOR C
ONTI
NU
ATI
ON S
EE D
WG. G
03
MATC
H LIN
E S
TA. 2
3+95
0
LONGFIELDS DRIVE LONGFIELDS DRIVE
GO
LFLIN
KS D
RIV
E
DC
DC
DC
DC
DC
DC
DC
DC
DC DCDC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
SHOULDER2.0m PAVED
SHOULDER2.0m PAVED
SHOULDER2.0m PAVED
SHOULDER2.0m PAVED
150R
150R
153R1.5R
500R
156.75R
30R
30R
1R
0.5R
0.5R
0.5R
0.5R
1R
1R
1R
15R10R
10R10R
3R
3R
100R
100R
30R
30R
20R
30R
5R
2R
30R30R
30R
30R
30R
30R
30R
30R
2.5R
2.5R
2.5R
2.5R
(TYP.)0.5R
(TYP.)0.5R
(TYP.)0.5R
(TYP.)0.5R
30R
30R
17.5R
17.5R
17.5R
17.5R
100R
100R
1R
200R
2R
10R
10R
2R
(TYP.)ASPHALT PATHWAY3.0m MULTI-USE
(TYP.)1.0m INTERLOCK
RAMP (TYP.)2.0m BICYCLE
145R
150R
30R30R
156.75R
CURB (SC1.1)CONCRETE BARRIER
CURB (SC1.1)CONCRETE BARRIER
CURB (SC1.1)CONCRETE BARRIER
CURB (SC1.1)CONCRETE BARRIER
CURB & GUTTERMOUNTABLE
CONCRETE
8.5R
12.5R
CURB (SC1.1)BARRIER
CONCRETE
(TYP.)CONCRETE MEDIAN
3.0m DEPRESSED
(TYP.)CONCRETE MEDIAN3.0m DEPRESSED
MEDIAN3.0m CONCRETE
MEDIAN3.0m CONCRETE
(TYP.)ASPHALT PATHWAY
3.0m MULTI-USE
(TYP.)MEDIAN
CONCRETE
(TYP.)MEDIANCONCRETE
(TYP.)MEDIANCONCRETE
APRONCONCRETE TRUCK4.0m COLOURED
(TYP.)1.0m INTERLOCK
1.5R
DC
ST
AN
HO
PE C
OU
RT
INTERIM GRADING LIMITS
ULTIMATE GRADING LIMITS
ULTIMATE GRADING LIMITS
(SC11)BUS PAD
(SC11)BUS PAD
7R
10R
SEE DETAIL DWG. TS03ASPHALT ENTRANCE
SEE DETAIL DWG. TS03ASPHALT ENTRANCE
COMMERCIAL
AND MATCH EXISTINGNOISE BARRIER WALLREINSTATE SALVAGEDINTERIM GRADING LIMITS
(SC7)TWSI
(SC7)TWSI
GATE
BMH
34
75
25
1013
18
14
10
15
12
60
38
10 10
12
18
10
10
14
13
1019
18
10
32
20
1818
24
15
10
19
18
24
24
24
12
23
18
21
23
2828
28
20
31
23
10
14
20
10
1317
10
18
22
26
15
10
HP BP
BELLPED
BELLPED
HP BP HP BP
HP BP
MB
MHSAN
HP BPHP BP
VB
VB
MHFM
BP
VC
VC
VC
MHSAN
MHSTM
STOPBUS
STOPBUS
WF 1.3
WF 1.3
WF 1.0
WOOD 2.5
BELL KIO
SK
CM
B
2698
20+850
20+900
20+950
Asset No.
Dwg. No.
Des. Chk'd.
Chk'd.Dwn.
NOTE:
No. Description ByDate
(dd/mm/yy)
RE
VISIO
NS
Contract No.
Asset Group
Utility Circ. No. Index No.
Const. Inspector
of utilities and shall be responsible for adequate protection from damage.
the municipal authorities and utility companies concerned. The contractor shall prove the location
The location of utilities is approximate only, the exact location should be determined by consulting
Sheet of
--
HORIZONTAL
0m
0m
VERTICAL
Alain C. Gonthier, P. Eng.
G
Infrastructure Projects
Director
Scale:
10
21
5
1 R.C. 22.03.19
P.L. / R.C.
P.L. / R.C.
M. Strampel, P. Eng.
NOT FOR CONSTRUCTION
R.V.
R.V.
ROUNDABOUT
GOLFLINKS DRIVE
LONGFIELDS DRIVE &
Senior Project Manager
CP000371
ISSUED FOR CIRCULATION
01
STA. 20+825 TO STA. 20+975
LONGFIELDS DRIVE
GEOMETRY & GENERAL LAYOUT
100
101
102
103
104
105
106
107 108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123 124
125
126
127
128
129
130
131
132
133 134
135
136
137
138
139
140
141
142
143 144
145
146
147
148 149
150 151
152
153
154
155
156
157
158
159 160
161
162 163
164
165
166
167
168
169
170
171
172
173
174
175
176
177 178
179
180
181
182
183
184 185
186
187 188
189 190
191
192 193
194
195
196
197
198
199
200
201
202 203
204 205
206
207 208
209
210
211
212
213
214
215
216
217
218
219 220
221
222
223
224
225
226
227
228
229 230 231
232 233
234
235
236
237
238
239
240
241
242
243
244
245
246 247
248
249
250
251
252
253
254
255
256
257 258
259
260
261
262
263
276
18084-007-GEO-01.dgn 2019-06-28 12:57:33 PM
2 ISSUED FOR TENDER R.C. 28.06.19
MA
TC
H LIN
E S
TA. 2
0+825
FO
R C
ON
TIN
UA
TIO
N S
EE D
WG. G
01
FO
R C
ON
TIN
UA
TIO
N S
EE D
WG. G
01
MA
TC
H LIN
E S
TA. 2
0+975
LONGFIELDS DRIVE
LONGFIELDS DRIVE
SHOULDER2.0m PAVED
SHOULDER2.0m PAVED
SHOULDER2.0m PAVED
SHOULDER2.0m PAVED
CURB (SC1.1)CONCRETE BARRIER
CURB (SC1.1)CONCRETE BARRIER
500R
153R
0.75R
500R
503.75R
500R
500R
02
20+975 TO STA. 21+075
STA. 20+700 TO STA. 20+825 & STA.
LONGFIELDS DRIVE
GEOMETRY & GENERAL LAYOUT
EXISTINGMATCH
EXISTINGMATCH
EXISTINGMATCH
EXISTINGMATCH
SEE DETAIL DWG. TS03STEP JOINT
SEE DETAIL DWG. TS03STEP JOINT
GATE
GATE
12
24
52
23
20
22
17
2720
51
51
57
56
13
22
23
19
34
42
20
191711
10
11
HP BP
HP BP
HP BP
INLET
DITCH
VC
INLET
DITCH
CB
WF 1.3
WF 1.3
WOOD 2.3
20+70020+750
20+800
Asset No.
Dwg. No.
Des. Chk'd.
Chk'd.Dwn.
NOTE:
No. Description ByDate
(dd/mm/yy)
RE
VISIO
NS
Contract No.
Asset Group
Utility Circ. No. Index No.
Const. Inspector
of utilities and shall be responsible for adequate protection from damage.
the municipal authorities and utility companies concerned. The contractor shall prove the location
The location of utilities is approximate only, the exact location should be determined by consulting
Sheet of
--
HORIZONTAL
0m
0m
VERTICAL
Alain C. Gonthier, P. Eng.
G
Infrastructure Projects
Director
Scale:
10
21
5
1 R.C. 22.03.19
P.L. / R.C.
P.L. / R.C.
M. Strampel, P. Eng.
NOT FOR CONSTRUCTION
R.V.
R.V.
ROUNDABOUT
GOLFLINKS DRIVE
LONGFIELDS DRIVE &
Senior Project Manager
CP000371
ISSUED FOR CIRCULATION
GATE
1510
1015
13
18
HP BPHP BP
HP BP
MHSAN
MHSAN
MHSAN
MHSTM
MHSTM
MHSTM
VB
VB
FH
CB
CB
CB
CB
21+00021+050
264 265
266 267
268
269
270
271
272
273 274
LIMIT OF CONTRACT
STA. 20+775
LIMIT OF CONTRACT
STA. 21+050
LIMIT OF CONSTRUCTION
STA. 20+794
LIMIT OF CONSTRUCTION
STA. 21+030
18084-008-GEO-02.dgn 2019-06-28 12:57:34 PM
2 ISSUED FOR TENDER R.C. 28.06.19
23+9
08
Asset No.
Dwg. No.
Des. Chk'd.
Chk'd.Dwn.
NOTE:
No. Description ByDate
(dd/mm/yy)
RE
VISIO
NS
Contract No.
Asset Group
Utility Circ. No. Index No.
Const. Inspector
of utilities and shall be responsible for adequate protection from damage.
the municipal authorities and utility companies concerned. The contractor shall prove the location
The location of utilities is approximate only, the exact location should be determined by consulting
Sheet of
--
HORIZONTAL
0m
0m
VERTICAL
Alain C. Gonthier, P. Eng.
G
Infrastructure Projects
Director
Scale:
10
21
5
1 R.C. 22.03.19
P.L. / R.C.
P.L. / R.C.
M. Strampel, P. Eng.
NOT FOR CONSTRUCTION
R.V.
R.V.
ROUNDABOUT
GOLFLINKS DRIVE
LONGFIELDS DRIVE &
Senior Project Manager
CP000371
ISSUED FOR CIRCULATION
VB
FH
192194
196198200
24+100 24+111
03
STA. 24+050 TO STA. 24+111
GOLFLINKS DRIVE
STA. 23+908 TO STA. 23+950 &
FUTURE ROAD
GEOMETRY & GENERAL LAYOUT
EXISTINGMATCH
EXISTINGMATCH
EXISTINGMATCH
(SC8.1)STYLE ENTRANCE
TRADITIONAL
(SC8.1)STYLE ENTRANCE
TRADITIONAL
SEE DETAIL DWG. TS03ASPHALT ENTRANCE
SEE DETAIL DWG. TS03ASPHALT ENTRANCE
SEE DETAIL DWG. TS03STEP JOINT
SEE DETAIL DWG. TS03STEP JOINT
M
AT
CH LIN
E S
TA. 2
3+950
FO
R C
ON
TIN
UA
TIO
N S
EE D
WG. G
01
FO
R C
ON
TIN
UA
TIO
N S
EE D
WG. G
01
MA
TC
H LIN
E S
TA. 2
4+050
GOLFLINKS DRIVE
CURB (SC1.1)CONCRETE BARRIER
DCDC
DC201.5R 294.5R
500R98.5R
SIDEWALK (SC1.4)2.0m CONCRETE
SIDEWALK (SC1.4)2.0m CONCRETE
25R
STANHOPE COURT
CURB (SC1.1)BARRIER
CONCRETE
227
275
276
277
126
278 279 280 281 282 283 284 285
286
287 288
LIMIT
OF CONTRACT
STA. 2
3+92
5
LIMIT OF CONTRACT
STA. 24+100
CONSTRUCTION
LIMIT
OF
STA. 2
3+93
9
LIMIT OF CONSTRUCTION
STA. 24+083
18084-009-GEO-03.dgn 2019-06-28 12:57:35 PM
PER T51
c/w RRFB
Ra-4t (B)
Ra-5L
PER T51
c/w RRFB
Ra-4t (B)
Ra-5R
Ra-4t (B)
Ra-5L
Ra-4t (B)
Ra-5R
2 ISSUED FOR TENDER R.C. 28.06.19
GATE
BMH
34
75
25
1013
18
14
10
15
12
60
38
10 10
12
18
10
10
14
13
1019
18
10
32
20
1818
24
15
10
19
18
24
24
24
12
23
18
21
23
2828
28
20
31
23
10
14
20
10
1317
10
18
22
26
15
10
HP BP
BELLPED
BELLPED
HP BP HP BP
HP BP
MB
MHSAN
HP BPHP BP
VB
VB
MHFM
BP
VC
VC
VC
MHSAN
MHSTM
STOPBUS
STOPBUS
WF 1.3
WF 1.3
WF 1.0
WOOD 2.5
BELL KIO
SK
CM
B
2698
20+850
20+900
20+950
Asset No.
Dwg. No.
Des. Chk'd.
Chk'd.Dwn.
NOTE:
No. Description ByDate
(dd/mm/yy)
RE
VISIO
NS
Contract No.
Asset Group
Utility Circ. No. Index No.
Const. Inspector
of utilities and shall be responsible for adequate protection from damage.
the municipal authorities and utility companies concerned. The contractor shall prove the location
The location of utilities is approximate only, the exact location should be determined by consulting
Sheet of
--
HORIZONTAL
0m
0m
VERTICAL
Alain C. Gonthier, P. Eng.
PS
Infrastructure Projects
Director
Scale:
10
21
5
1 R.C. 22.03.19
P.L. / R.C.
P.L. / R.C.
M. Strampel, P. Eng.
NOT FOR CONSTRUCTION
R.V.
R.V.
ROUNDABOUT
GOLFLINKS DRIVE
LONGFIELDS DRIVE &
Senior Project Manager
CP000371
ISSUED FOR CIRCULATION
FO
R C
ON
TIN
UA
TIO
N S
EE D
WG. P
S02
MA
TC
H LIN
E S
TA. 2
0+825
MA
TC
H LIN
E S
TA. 2
0+975
FO
R C
ON
TIN
UA
TIO
N S
EE D
WG. P
S01
MATCH LINE STA. 24+050
FOR CONTINUATION SEE DWG. PS03
FOR C
ONTI
NU
ATI
ON S
EE D
WG. P
S03
MATC
H LIN
E S
TA. 2
3+95
0
LONGFIELDS DRIVE LONGFIELDS DRIVE
GO
LFLIN
KS D
RIV
E
CYCLISTS DISMOUNT
BICYCLES
WALK
SIGN 2
Ra-2
Wa-38Rb-21
Wa-38Rb-21
Wa-38Rb-21
Wa-38Rb-21
Ra-2
Ra-2
SIGN 2
SIGN 2
SIGN 2
SIGN 2
SIGN 2
SIGN 2
SIGN 2
SIGN 2
YELLOW10cm SOLID
@ 3m SPACING45 SOLID YELLOW
@ 3m SPACING45 SOLID YELLOW
@ 3m SPACING45 SOLID YELLOW
WHITE20cm 1/1/1
WHITE20cm 1/1/1
WHITE20cm 1/1/1
WHITE20cm 1/1/1
CROSSWALK (TYP.)10cm SOLID WHITE
@ 60cm SPACING (TYP.)60cm SOLID WHITE
Ra-2
Ra-2
YELLOW10cm SOLID
YELLOW10cm SOLID
YELLOW10cm SOLID
YELLOW10cm SOLID
(TYP.)SHARK TEETH
(TYP.)SHARK TEETH
ST
AN
HO
PE C
OU
RT
Ra-5R / Ra4t
Ra-5R / Ra4t
Ra-5R / Ra4t
Ra-5R / Ra4t(x2)
Ra4tRa-5L /
(x2)Ra4tRa-5L /
c/w RRFBRa-5L / Ra4t c/w RRFB
Ra-5L / Ra4t
c/w RRFBRa-5R / Ra4t
c/w RRFBRa-5R / Ra4t
c/w RRFBRa-5R / Ra4t
c/w RRFBRa-5L / Ra4t
c/w RRFBRa-5L / Ra4t
c/w RRFBRa-5R / Ra4t
01
STA. 20+825 TO STA. 20+975
LONGFIELDS DRIVE
PAVEMENT MARKINGS & SIGNAGE
Wa-33L
Rb-25
Ra-2
Wa-38
Rb-21
PIÉTONSPRIORITÉ AUX
PEDESTRAINSSTOP FOR
PIÉTONSPRIORITÉ AUX
PEDESTRAINSSTOP FOR
PIÉTONSPRIORITÉ AUX
PEDESTRAINSSTOP FOR
PIÉTONSPRIORITÉ AUX
PEDESTRAINSSTOP FOR
18084-101-PMK-01.dgn 2019-06-28 12:57:43 PM
2 ISSUED FOR TENDER R.C. 28.06.19
MA
TC
H LIN
E S
TA. 2
0+825
FO
R C
ON
TIN
UA
TIO
N S
EE D
WG. P
S01
FO
R C
ON
TIN
UA
TIO
N S
EE D
WG. P
S01
MA
TC
H LIN
E S
TA. 2
0+975
LONGFIELDS DRIVE
LONGFIELDS DRIVE
02
20+975 TO STA. 21+075
STA. 20+700 TO STA. 20+825 & STA.
LONGFIELDS DRIVE
PAVEMENT ELEVATIONS
Wa-33L
Rb-25
10cm SOLID YELLOW
10cm SOLID YELLOW
@45cm SPACING45cm SOLID YELLOW
10cm WHITE 3/3/3
10cm SOLID WHITE
10cm SOLID WHITE
10cm SOLID WHITE
10cm SOLID WHITE
@45cm SPACING45cm SOLID YELLOW
10cm SOLID YELLOW
GATE
GATE
12
24
52
23
20
22
17
2720
51
51
57
56
13
22
23
19
34
42
20
191711
10
11
HP BP
HP BP
HP BP
INLET
DITCH
VC
INLET
DITCH
CB
WF 1.3
WF 1.3
WOOD 2.3
20+70020+750
20+800
Asset No.
Dwg. No.
Des. Chk'd.
Chk'd.Dwn.
NOTE:
No. Description ByDate
(dd/mm/yy)
RE
VISIO
NS
Contract No.
Asset Group
Utility Circ. No. Index No.
Const. Inspector
of utilities and shall be responsible for adequate protection from damage.
the municipal authorities and utility companies concerned. The contractor shall prove the location
The location of utilities is approximate only, the exact location should be determined by consulting
Sheet of
--
HORIZONTAL
0m
0m
VERTICAL
Alain C. Gonthier, P. Eng.
PS
Infrastructure Projects
Director
Scale:
10
21
5
1 R.C. 22.03.19
P.L. / R.C.
P.L. / R.C.
M. Strampel, P. Eng.
NOT FOR CONSTRUCTION
R.V.
R.V.
ROUNDABOUT
GOLFLINKS DRIVE
LONGFIELDS DRIVE &
Senior Project Manager
CP000371
ISSUED FOR CIRCULATION
GATE
1510
1015
13
18
HP BPHP BP
HP BP
MHSAN
MHSAN
MHSAN
MHSTM
MHSTM
MHSTM
VB
VB
FH
CB
CB
CB
CB
21+00021+050
km/h
30
NEW
km/h
30
NEW
Wa-7t
Wa-37
Wb-3
Wa-7t
Wa-37
Wb-3
LIMIT OF CONTRACT
STA. 20+775
LIMIT OF CONTRACT
STA. 21+050
LIMIT OF CONSTRUCTION
STA. 20+794
LIMIT OF CONSTRUCTION
STA. 21+030
18084-102-PMK-02.dgn 2019-06-28 12:57:44 PM
2 ISSUED FOR TENDER R.C. 28.06.19
23+9
08
Asset No.
Dwg. No.
Des. Chk'd.
Chk'd.Dwn.
NOTE:
No. Description ByDate
(dd/mm/yy)
RE
VISIO
NS
Contract No.
Asset Group
Utility Circ. No. Index No.
Const. Inspector
of utilities and shall be responsible for adequate protection from damage.
the municipal authorities and utility companies concerned. The contractor shall prove the location
The location of utilities is approximate only, the exact location should be determined by consulting
Sheet of
--
HORIZONTAL
0m
0m
VERTICAL
Alain C. Gonthier, P. Eng.
PS
Infrastructure Projects
Director
Scale:
10
21
5
1 R.C. 22.03.19
P.L. / R.C.
P.L. / R.C.
M. Strampel, P. Eng.
NOT FOR CONSTRUCTION
R.V.
R.V.
ROUNDABOUT
GOLFLINKS DRIVE
LONGFIELDS DRIVE &
Senior Project Manager
CP000371
ISSUED FOR CIRCULATION
VB
FH
192194
196198200
24+100 24+111
03
STA. 24+050 TO STA. 24+111
GOLFLINKS DRIVE
STA. 23+908 TO STA. 23+950 &
STANHOPE COURT
PAVEMENT MARKINGS & SIGNAGE
YELLOW10cm SOLID
YELLOW10cm SOLID
1/1/110cm WHITE
1/1/110cm WHITE
M
AT
CH LIN
E S
TA. 2
3+950
FO
R C
ON
TIN
UA
TIO
N S
EE D
WG. P
S01
FO
R C
ON
TIN
UA
TIO
N S
EE D
WG. P
S01
MA
TC
H LIN
E S
TA. 2
4+050
GOLFLINKS DRIVE
FUTURE ROAD
km/h
30
NEW
Wa-7t
Wa-37
Wb-3
km/h
30
NEW
Wa-7t
Wa-37
Wb-3
LIMIT
OF CONTRACT
STA. 2
3+92
5
LIMIT OF CONTRACT
STA. 24+100
CONSTRUCTION
LIMIT
OF
STA. 2
3+93
9
LIMIT OF CONSTRUCTION
STA. 24+083
18084-103-PMK-03.dgn 2019-06-28 12:57:44 PM