C

A

N

A

L

1

2

3

6

m

1

2

3

6

m

1

2

3

6

m

1

2

3

7

m

1

2

3

7

m

1

2

3

7

m

1

2

3

7

m

1

2

3

7

m

1

2

3

7

m

1

2

4

1

m

1

2

4

1

m

1

2

4

1

m

1

2

3

5

m

1

2

3

5

m

1

2

3

5

m

1

2

3

5

m

1

2

3

5

m

1

2

4

0

m

1

2

4

0

m

1

2

3

9

m

1239m

1239m

1

2

3

9

m

1239m

1239m

1

2

3

9

m

1

2

3

8

m

1238m

1

2

3

8

m

1

2

3

8

m

1

2

3

8

m

1

2

3

8

m

1

2

4

0

m

1237m

1237m

1240m

1240m

1240m

1

2

4

0

m

12

40

m

1

2

4

0

m

1240m

1

2

4

1

m

3m

S

EW

ER

S

ER

VIT

UD

E

W

E

T

L

A

N

D

S

B

U

F

F

E

R

1

0

0

Y

R

S

F

L

O

O

D

L

IN

E

R

O

B

Y

N

S

T

R

E

E

T

2

0

m

1

6

m

D

I

A

M

A

N

T

S

T

R

E

E

T

2

0

m

A

F

R

I

C

A

N

R

A

I

L

S

T

R

E

E

T

1

3

m

3

m

S

W

S

E

R

V

.

5

0

Y

R

S

F

L

O

O

D

L

IN

E

W

E

T

L

A

N

D

KLERKSOORD

EXTENSION 26

3m WIDE STORMWATER

SERVITUDE IN FAVOUR OF

THE CITY OF TSHWANE

1800m

mØ

/ 50D

1800m

mØ

/ 50D

NEW STORMWATER

OUTLET

1800m

mØ

/ 50D

1800m

mØ

/ 50D

1

8

0

0

m

m

Ø

/

5

0

D

MH5(D)

MH2(D)

JB1(D)

OUTLET

SW

-1

S

W

-

1

SW

-1

SW

-1

MH6(D)

MH3(D)

MH4(D)

OUT3.1

1

8

0

0

m

m

Ø

/

5

0

D

1800m

mØ

/ 50D

KLERKSOORD

EXTENSION 26

FU

TU

RE

S

TO

RM

WA

TE

R

KL

ER

KS

OO

RD

E

XT

.2

8

LIMIT OF

CONSTRUCTION

TRENCH TO BE

EXCAVATED IN

ORDER FOR

STORMWATER

TO DAYLIGHT

WM

PORTION 140

W

I

T

F

O

N

T

E

I

N

N

o

.

3

0

1

-

J

R

RE

MA

IN

DE

R O

F P

OR

TIO

N 139

PORTION 138

PORTION 323

WITFONTEIN No. 301 - JR

WITFONTEIN No. 301 - JR

WITFONTEIN No. 301 - JR

WIT

FO

NT

EIN

N

o. 301 - JR

1

2

4

2

m

1

2

4

2

m

1

2

4

2

m

1

2

4

2

m

1

2

4

2

m

1

2

4

2

m

1

2

4

2

m

1242m

1

2

4

2

m

1

2

4

2

m

1

2

4

2

m

1

2

4

2

m

1

2

4

2

m

1

2

4

2

m

1

2

4

2

m

1

2

4

2

m

1

2

4

3

m

1

2

4

3

m

1

2

4

3

m

1

2

4

3

m

1

2

4

3

m

1

2

4

3

m

1

2

4

3

m

1

2

4

3

m

1243m

1

2

4

3

m

1

2

4

3

m

1

2

4

3

m

1

2

4

3

m

1

2

4

3

m

1

2

4

3

m

1

2

4

3

m

1

2

4

3

m

1

2

4

3

m

1

2

4

5

m

1

2

4

5

m

1

2

4

5

m

1

2

4

4

m

1

2

4

4

m

1

2

4

4

m

1

2

4

4

m

1

2

4

4

m

1

2

4

4

m

1

2

4

4

m

1244m

1

2

4

4

m

1

2

4

4

m

1

2

4

4

m

1

2

4

4

m

1

2

4

4

m

1

2

4

4

m

1244m

1244m

1

2

4

1

m

1

2

4

1

m

1

2

4

1

m

1

2

4

1

m

1

2

4

1

m

1

2

4

1

m

1

2

4

1

m

1

2

4

0

m

1

2

4

0

m

1

2

4

0

m

1240m

1

2

4

2

m

1

2

4

2

m

1

2

4

3

m

1

2

4

3

m

1

2

4

3

m

1

2

4

3

m

1243m

1

2

4

5

m

1

2

4

5

m

1

2

4

5

m

1

2

4

5

m

1

2

4

5

m

1245m

1

2

4

5

m

1

2

4

6

m

1

2

4

6

m

1

2

4

6

m

1

2

4

2

m

1

2

4

2

m

1

2

4

2

m

1

2

4

2

m

1

2

4

5

m

1

2

4

4

m

1

2

4

4

m

1

2

4

6

m

1

2

4

5

m

1

2

4

4

m

1

2

4

3

m

1243m

183

184

185

186

187

188

189

190

191 192

193

194

195 196

197

198

199

200

201

202

203

204

205

206207208

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

264

265

266

267

268

269

270

271

272

273

274

275

276

277

278

279

280

281

282

283

284

285

286

287

288

289

290

291

292

293

294

295

296

297

298

299

300

301

302

303

304

305

306

307

308

309

310

311

312

313

314 315 316

317

318

319

320

321

322

323

324

325

326

327

328

329

330

331

332

333

334

335

336

337

338

339

340

341

342

343

344

345

346

347

348

349

350

351

352

353

354

355 356

357

358

359

360

361

362

363

364

365

366

367

A

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

R

S

T

U

V

368 (PARK)

REMAINDER OF PORTION 755

PORTION 138

R/139

REMAINDER OF PORTION 139

R.o.W. 10,00m

PORTION 323

PORTION 140

R.o.W.

AC

CE

SS

RO

AD

377

378

379

380

381

382

397

398

399

400

401

415

416

417

418

430

431

432

433

449

450

451

452

453

454

455

456

457

458

459

460

461

462

463

464

465

466 467

468

469

470

471

472

473

474

475

492

493

494

495

496

497

498

499

500

501

502

503

504

505

506

507

508

509

510

511

512

513

514

515

516

531

532

533

534

535

536

537

538

552

553

554

555

556

557

558

559

SE

RV

IT

UD

E O

F R

IG

HT

O

F W

AY

15,74m

R/160

R/164

PTN 146

PTN 147

1

6

m

B

U

I

L

D

I

N

G

L

I

N

E

(

P

R

O

P

O

S

E

D

K

8

)

R

5

6

6

A

F

R

I

C

A

N

R

A

I

L

S

T

R

E

E

T

2

0

m

AR

CT

IC

T

ER

N S

TR

EE

T 20m

AF

RIC

AN

R

AIL S

TR

EE

T 13m

BO

NT

KW

AR

TE

L S

TR

EE

T 13m

1

6

m

BA

AR

DS

PE

G S

TR

EE

T 13m

GLA

NS

IB

IS

S

TR

EE

T 13m

GR

YS

SY

SIE

S

TR

EE

T 20m

1

6

m

H3

(

P

R

O

P

O

S

E

D

K

8

)

R

5

6

6

A

.

N

.

1

2

4

5

/

1

9

8

1

MA

GE

NT

A S

TR

EE

T 13m

TIT

AN

IU

M S

TR

EE

T 16m

STEEL BLUE STREET 16m

MAGENTA STREET 13m

140/301

146/301

323/301

138/301

139/301

160/301

164/301

KLERKSOORD

EXTENSION 28

KLERKSOORD

EXTENSION 29

KLERKSOORD

EXTENSION 26

31.48

15.74

15.74

4

5

0

m

m

Ø

/

1

0

0

D

450m

mØ

4

5

0

m

m

Ø

/

1

0

0

D

4

5

0

m

m

Ø

/

1

0

0

D

600m

mØ

1

0

5

0

m

m

Ø

/

5

0

D

7

5

0

m

m

Ø

525m

mØ

/ 100D

525mmØ / 100D

525mmØ

4

5

0

m

m

Ø

/

1

0

0

D

4

5

0

Ø

825mmØ / 75D

7

5

0

m

m

Ø

/

7

5

D

1350m

mØ

/ 50D

7

5

0

m

m

Ø

/

7

5

D

750m

mØ

/ 75D

450m

mØ

4

5

0

Ø

4

5

0

Ø

600Ø / 75D 675mmØ / 75D

4

5

0

Ø

1800m

mØ

/ 50D

1800m

mØ

/ 50D

1500m

mØ

/ 50D

8

2

5

m

m

Ø

/

7

5

D

1800m

mØ

/ 50D

1500m

mØ

/ 50D

600mmØ / 75D

450mmØ / 100D

750mmØ / 75D

4

5

0

Ø

450Ø

4

5

0

Ø

1650m

mØ

5

2

5

Ø

/

1

0

0

D

4

5

0

m

m

Ø

4

5

0

Ø

4

5

0

m

m

Ø

450m

m

Ø

4

5

0

Ø

5

2

5

Ø

/

1

0

0

D

450Ø

450Ø

4

5

0

Ø

7

5

0

m

m

Ø

/ 7

5

D

4

5

0

Ø

750Ø

75D

4

5

0

m

m

Ø

4

5

0

Ø

4

5

0

Ø

4

5

0

Ø

KI18(A1)

(2/2.5/1)

MH17(D)

KI16.1(A1)

(2/2.5/1)

KI15.1(A1)

(2/2.5/1)

MH14(C)

KI13.1(A1)

(2/2.5/1)

MH8(C)

KI10.10(A1)

(2/2.5/1)

KI10.6.1(A1)

(2/2.5/1)

KI10.4.1(A1)

(2/2.5/1)

KI10.3.1(A1)

(2/2.5/1)

MH10.2(D)

KI10.1.1(A1)

(2/2.5/1)

MH10(C)

KI35.1(A1)

(2/2.5/1)

JB34(D)

KI30.1(A1)

(2/2.5/1)

KI30(C)

(2/2.5/1)

MH29(C)

KI28(C)

(2/2.5/1)

JB27(D)

MH26(D)

MH24(D)

KI22(C)

(2/2.5/1)

MH21(C)

KI20.1(D)

(2/2.5/1)

KI19.1(D)

(2/2.5/1)

MH12(C)

JB12.1(D)

KI14.2(A1)

(2/2.5/1)

KI14.1(D)

(2/2.5/1)

MH10.5(C)

KI10.8.2(A1)

(2/2.5/1)

JB10.8.1(D)

KI22.1(A1)

(2/2.5/1)

KI23.1(A1)

(2/2.5/1)

KI23(C)

(2/2.5/1)

KI25.1(A1)

(2/2.5/1)

KI25(C)

(2/2.5/1)

KI28.1(A1)

(2/2.5/1)

KI29.2(A1)

(2/2.5/1)

KI29.1(D)

(2/2.5/1)

KI31.1.1(A1)

(2/2.5/1)

MH31(C)

KI32(C)

(2/2.5/1)

KI32.1(A1)

(2/2.5/1)

KI33.1.1(A1)

(2/2.5/1)

MH33(C)

KI19.2(A1)

(2/2.5/1)

KI20.2(A1)

(2/2.5/1)

KI36.2(A1)

(2/2.5/1)

JB36(C)

S

W

-

3

SW-3

S

W

-

1

3

SW-3

S

W

-

1

2

S

W

-

3

.

2

6

7

5

Ø

S

W

-

1

1

S

W

-

1

0

SW

-3

S

W

-

3

SW-3

S

W

-

3

SW

-3

SW

-3

SW

-3

SW

-7

SW-3

S

W

-

8

SW

-14

SW

-14

S

W

-

1

7

S

W

-9

SW

-2

S

W

-

2

SW-2

S

W

-

2

S

W

-

2

S

W

-

6

S

W

-

1

6

SW

-4

S

W

-5

SW

-1

S

W

-

1

S

W

-

1

S

W

-

1

S

W

-

1

S

W

-

1

SW

-1

S

W

-2

SW

-1

SW

-1

SW

-11

MH9(C)

MH7(D)

1

0

5

0

m

m

Ø

1800Ø

/ 50D

KI12.2(A1)

(2/2.5/1)

MH16(C)

JB15(C)

JB13(C)

JB10.1(C)

JB10.3(C)

JB10.4(C)

JB10.6(C)

MH10.8(C)

JB10.9(D)

MH19(C)

4

5

0

Ø

4

5

0

Ø

4

5

0

Ø

4

5

0

Ø

4

5

0

Ø

4

5

0

Ø

4

5

0

Ø

450Ø

JB31.1(C)

JB33.1(C)

SW-3

JB35(D)

S

W

-

1

.

1

S

W

-

1

.

2

S

W

-

1

.

3

S

W

-

2

.

2

S

W

-

2

.

3SW-2

S

W

-

2

.

4

5

2

5

Ø

S

W

-

2

.

1

S

W

-

3

.

1

MH6(D)

4

5

0

m

m

Ø

/

1

0

0

D

JB10.7(D)

JB11(D)

KI36.1(D)

(2/2.5/1)

S

W

-

1

2

.

1

S

W

-

1

3

.

1

S

W

-

3

.

3

MH20(C)

SW

-15

4

5

0

Ø

JB31.2(A1)JB33.2(A1)

JB40(A1)

4

5

0

Ø

4

5

0

Ø

1350m

mØ

/ 50D

KLERKSOORD

EXTENSION 28

KLERKSOORD

EXTENSION 29

KLERKSOORD

EXTENSION 26

TIT

AN

IU

M S

T 32m

PE

BB

LE

-D

AS

H S

T 13m

TE

RR

AIN

S

T 13m

PEBBLE-DASH ST 13m

CONCRETE ST 20m

CO

NC

RE

TE

S

T 20m

P

R

U

S

S

I

A

N

B

L

U

E

S

T

1

3

m

P

E

B

B

L

E

-

D

A

S

H

S

T

1

3

m

PE

BB

LE

-D

AS

H S

T 13m

STEEL BLUE ST 16m

PR

US

SIA

N B

LU

E S

T 13m

SP

RIN

G G

RE

EN

S

T 13m

S

L

O

P

E

S

T

1

6

m

S

L

O

P

E

S

T

1

6

m

X 2836800 X 2836800

X 2837000 X 2837000

X 2837200 X 2837200

Y8

68

00

Y8

68

00

Y8

66

00

Y8

66

00

Y8

64

00

Y8

66

00

TOWNSHIP BOUNDARY

NEW ROADS

JB

NEW JUNCTION BOX

EXISTING STORMWATER

NEW STORMWATER

3m SERVITUDE

MH

NEW MANHOLE

NEW KERB INLET

KI

NOTES AND SPECIFICATIONS

SEE INSET

INSET

SCALE 1:1000

Y8

66

00

X 2837500 X 2837500

100 YEAR FLOODLINE

50 YEAR FLOODLINE

WETLAND BUFFER

WETLAND

STORMWATER CANAL

LEGEND

NEW STORMWATER OUTLET

NEW PIPE END - BRICKED UP

0 17-10-2018 M.J. v JAARSVELD ISSUED FOR CONSTRUCTION -

1 11-03-2019 M.J. v JAARSVELD LAYOUT REVISED -

2 11-04-2019 M.J. V JAARSVELD ROAD CROSSFALL IN PRUSSIAN BLUE STREET REVISED -

M.J. v JAARSVELDB. PIETERSE

M.J. v JAARSVELD

M.J. v JAARSVELD 201170072

KLERKSOORD EXT. 28

STORMWATER LAYOUT PLAN

WL1718-2447

C756/1 C756

DECEMBER 2017 1:1000 A1

C756-920-001

1 OF 1

2

M

A

B

O

P

A

N

E

H

W

Y

(R

80)

KLERKSOORD

EXT. 28 - EXT.31

LOCALITY PLAN

N.T.S.

N

4

R

566

B

R

IT

S

R

D

(R

5

1

3

)

HARTBEESHOEK

ONDERSTEPOORT AH

KLERKSOORD AH

WOLMER

HESTEA

PARK

PRETORIA

NORTH

CHANTELLE

STORMWATER:

1. OUTSIDE EDGE OF STORMWATER PIPES TO BE 1.65m FROM ROAD EDGES IN 13m

ROAD RESERVES AND 2.3m IN 16m & 20m ROAD RESERVES. IN TITANIUM STREET THE

OUTSIDE EDGE OF STORMWATER PIPE IS TO BE 4.5m FROM THE ROAD EDGE.

2. ALL PIPES TO BE PRECAST REINFORCED CONCRETE WITH INTERLOCKING JOINTS

(OGEE) IN ACCORDANCE WITH SANS 677.

3. CONCRETE PRECAST SECTIONS TO CONFORM TO SABS 927-1969 SPECIFICATIONS.

4. ALL STORMWATER PIPES TO BE 450mm DIA / CLASS 100D UNLESS OTHERWISE

SHOWN. (EG. 525ø/75D - 525mm DIA/CLASS 75D)

5. PIPE BEDDING TO BE CLASS B UNLESS OTHERWISE SPECIFIED

6. ALL KERB INLETS TO BE 2.5m LONG INCLUDING LOW POINT KERB INLETS UNLESS

OTHERWISE SHOWN.

7. STORMWATER PIPES TO HAVE A MINIMUM SLOPE OF 0.667% 1:150 UNLESS

OTHERWISE SHOWN.

8. ALL PIPES TO BE LAID SOFFIT TO SOFFIT AT JUNCTION BOXES.

9. STORMWATER PIPES TO HAVE A MINIMUM COVER OF 1000mm AND 600mm IN ROAD

RESERVES AND ERVEN RESPECTIVELY.

10. JUNCTION BOX COVERS TO BE 300mm BELOW NATURAL GROUND LEVEL..

11. MANHOLES MUST BE IN ACCORDANCE WITH STANDARD DETAIL DRAWINGS AND

EQUIPPED WITH MEDIUM DUTY PRECAST CONCRETE COVERS AND FRAMES (SABS

TYPE 4). MANHOLES IN THE CARRIAGEWAY MUST BE EQUIPPED WITH HEAVY DUTY

CAST IRON COVERS AND FRAMES (SANS TYPE 2A) (SECUREX OR SIMILAR APPROVED)

12. JUNCTION BOXES, MANHOLES, KERB INLETS & OUTLET STRUCTURES MUST BE BUILT

ACCORDING TO CTMM STANDARD DETAIL DRAWINGS.

13. KERBS AND TRANSITION SECTIONS MUST BE BUILT ACCORDING TO THE CTMM

DRAWINGS: DRAWING NUMBER : STD-007 SHEET 1 AND 2.

14. ALL LEVELS OF EXISTING SERVICES ARE TO BE CHECKED AND VERIFIED ON SITE AND

SUBMITTED TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF THE

CONSTRUCTION.

15. ALL EXCAVATIONS AND BEDDING MUST BE INSPECTED AND APPROVED BY THE

ENGINEER BEFORE THE LAYING OF PIPES MAY COMMENCE.

16. CLEAN EXISTING STORMWATER INLETS AND REPAIR WHERE NECESSARY.(IF

APPLICABLE)

17. FOR ALL STORMWATER PIPES REFER TO LONGITUDINAL SECTIONS FOR SIZES,

CO-ORDINATES AND INVERT LEVELS.

FUTURE STORMWATER

DESIGN CHECKED BY

CITY OF TSHWANE

ROADS AND TRANSPORT DEPARTMENT

NR.DATE DESCRIPTION PAR.

AMENDMENTS

APPROVED

LOCATION OF PROJECT

DESCRIPTION OF PROJECT

PROJECT NO:

PROJECT STATUS

DRAWING

CONCEPT

DRAWING

TENDER

CONSTRUCTION

APPROVED FOR

DRAWING

AS BUILT

DRAWING

ORIGINAL PAPER SIZE:

DRAWING APPROVED BY ACT. DIVISIONAL HEAD

MR LEBEPE M.T. (THABO)

SIGNATURE:......................................................................... DATE:....................................

SIGNATURE:............................................................................. DATE:......................................................

DESIGNED

SCALE:DATE:

0001

P.O. BOX 1409

PRETORIA

ACT. DIVISIONAL HEAD

0001

P.O. BOX 1409

PRETORIA

DRAWING NO: SHEET NO:

REVISION

CONTRACT NO:

CONSULTANT DETAIL

DATEINITIALS AND SURNAME SIGNATURE AND Pr. No.

PROJECT ENGINEER (CONSULTANT)

MANAGEMENT

DRAWN

INFRASTRUCTURE TECHNICAL INFORMATION

................................................................................ ................................................................................ ..............................................................

SIGNATURE:......................................................................... DATE:.................................... SIGNATURE:......................................................................... DATE:....................................

CONSULTING CIVIL AND

STRUCTURAL ENGINEERS

P.O. BOX 36148 Menlo Park 0102

Tel: (012) 460-0008

Fax: (012) 460-0005

E-Mail: mail@civilconcepts.co.za

W:\CC-Projects\C PROJECTS\C756 (KVJ) KLERKSOORD X 28\CAD Drawings\C756-920-001 REV2 - SW LO - 2019-04-11.dwg

GROUP HEAD

DATEINITIALS AND SURNAME SIGNATURE AND Pr. No.

PROJECT ENGINEER (CITY OF TSHWANE)

................................................................................ ................................................................................ ..............................................................

DATEINITIALS AND SURNAME SIGNATURE AND Pr. No.

................................................................................ ................................................................................ ..............................................................

DATEINITIALS AND SURNAME SIGNATURE AND Pr. No.

................................................................................ ................................................................................ ..............................................................

STRUCTURAL ENGINEER (CITY OF TSHWANE)

OFFICIAL REPRESENTATIVE (CITY OF TSHWANE)

MR LEBEPE M.T. (THABO) MR LETLONKANE P. (PHEKO)

WAYLEAVE NUMBER

GENERAL

1. ALL CONSTRUCTION TO BE DONE IN ACCORDANCE WITH THE STANDARD

SPECIFICATIONS FOR MUNICIPAL CIVIL ENGINEERING WORKS, THIRD EDITION 2005,

(UNLESS ANOTHER SPECIFICATION IS SPECIFIED IN THE CONTRACT)

2. ALL DIMENSIONS ARE IN METERS (UNLESS OTHERWISE SPECIFIED)

3. DO NOT SCALE FROM THESE DRAWINGS

4. ALL DIMENSIONS MUST BE VERIFIED ON SITE

5. ALL THE SERVICES ARE SCHEMATIC AND MUST BE EXPOSED TO DETERMINE THEIR

POSITION BEFORE CONSTRUCTION CAN COMMENCE

6. SERVICES INSIDE THE WORK AREA TO BE IDENTIFIED AND THE SERVICE OWNERS

CONTACTED, AS PER THE PROJECT SPECIFICATIONS

7. THE LATEST STANDARD DRAWINGS OF CoT ARE APPLICABLE TO THE WORKS

8. TRAFFIC CONTROL MUST COMPLY WITH THE REQUIREMENTS OF THE SOUTH

AFRICAN ROAD TRAFFIC SIGNS MANUAL (THIRD EDITION)

a. DURING CONSTRUCTION THE CONTRACTOR SHALL PREPARE TRAFFIC

ACCOMMODATION DETAILS TO SUIT HIS WORKING METHODS TO BE AGREED

WITH THE ENGINEER

9. ALL KERBING, TRANSITION SECTIONS AND PEDESTRIAN RAMP ACCORDING TO CoT

DETAIL DRAWINGS AND PRECAST SECTIONS SHALL CONFORM TO SANS 927

10. ALL PRECAST TACTILE BLOCKS SHALL CONFORM TO SANS 784

TEMPORARY STORMWATER

BERM