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 & 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


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.


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


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



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


EXISTINGMATCH

EXISTINGMATCH

EXISTINGMATCH

EXISTINGMATCH

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:


(dd/mm/yy)

RE

VISIO

NS

Contract No.

Asset Group


Const. Inspector




Sheet of

--

HORIZONTAL

0m

0m

VERTICAL


G


Director

Scale:

10

21

5

1 R.C. 22.03.19

P.L. / R.C.

P.L. / R.C.



R.V.

R.V.

ROUNDABOUT

GOLFLINKS DRIVE

LONGFIELDS DRIVE &


CP000371


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


STA. 21+030

18084-008-GEO-02.dgn 2019-06-28 12:57:34 PM


23+9

08

Asset No.

Dwg. No.

Des. Chk'd.

Chk'd.Dwn.

NOTE:


(dd/mm/yy)

RE

VISIO

NS

Contract No.

Asset Group


Const. Inspector




Sheet of

--

HORIZONTAL

0m

0m

VERTICAL


G


Director

Scale:

10

21

5

1 R.C. 22.03.19

P.L. / R.C.

P.L. / R.C.



R.V.

R.V.

ROUNDABOUT

GOLFLINKS DRIVE

LONGFIELDS DRIVE &


CP000371


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


EXISTINGMATCH

EXISTINGMATCH

EXISTINGMATCH

(SC8.1)STYLE ENTRANCE

TRADITIONAL

(SC8.1)STYLE ENTRANCE

TRADITIONAL





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


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


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


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:


(dd/mm/yy)

RE

VISIO

NS

Contract No.

Asset Group


Const. Inspector




Sheet of

--

HORIZONTAL

0m

0m

VERTICAL


PS


Director

Scale:

10

21

5

1 R.C. 22.03.19

P.L. / R.C.

P.L. / R.C.



R.V.

R.V.

ROUNDABOUT

GOLFLINKS DRIVE

LONGFIELDS DRIVE &


CP000371


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



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-5L / Ra4t

c/w RRFBRa-5L / 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


PEDESTRAINSSTOP FOR


PEDESTRAINSSTOP FOR


PEDESTRAINSSTOP FOR

18084-101-PMK-01.dgn 2019-06-28 12:57:43 PM


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:


(dd/mm/yy)

RE

VISIO

NS

Contract No.

Asset Group


Const. Inspector




Sheet of

--

HORIZONTAL

0m

0m

VERTICAL


PS


Director

Scale:

10

21

5

1 R.C. 22.03.19

P.L. / R.C.

P.L. / R.C.



R.V.

R.V.

ROUNDABOUT

GOLFLINKS DRIVE

LONGFIELDS DRIVE &


CP000371


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


STA. 20+794


STA. 21+030

18084-102-PMK-02.dgn 2019-06-28 12:57:44 PM


23+9

08

Asset No.

Dwg. No.

Des. Chk'd.

Chk'd.Dwn.

NOTE:


(dd/mm/yy)

RE

VISIO

NS

Contract No.

Asset Group


Const. Inspector




Sheet of

--

HORIZONTAL

0m

0m

VERTICAL


PS


Director

Scale:

10

21

5

1 R.C. 22.03.19

P.L. / R.C.

P.L. / R.C.



R.V.

R.V.

ROUNDABOUT

GOLFLINKS DRIVE

LONGFIELDS DRIVE &


CP000371


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


STA. 24+083

18084-103-PMK-03.dgn 2019-06-28 12:57:44 PM

LONGFIELDS DRIVE & GOLFLINKS DRIVE ROUNDABOUT · 2019. 9. 11. · golflinks drive roundabout...

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Transcript of LONGFIELDS DRIVE & GOLFLINKS DRIVE ROUNDABOUT · 2019. 9. 11. · golflinks drive roundabout...