LEFT OFFSET

LEFT EDGE

CENTRE LINE

RIGHT EDGE

RIGHT OFFSET

GRADES

VERTICAL CURVES

VE

RT

IC

AL

A

LIG

NM

EN

T

DE

SIG

N R

OA

D L

EV

EL

S

STAKE VALUE

EXIST ROAD LEVELS ON ALIGNMENT

SUPERELEVATION

HORIZONTAL CURVES

LHS EDGE

RHS EDGE

HOR. SCALE 1:1000

VER. SCALE 1:100

RIGHT EDGE

EXISTING ROAD LEVEL

LEFT EDGE

CENTRE LINE LEVEL

Curve 7 Left

Radius=1200m

I= 32°12'11"

25

10

4

E.C

.C

.

Direction

168°14'41"

25

85

5

B.C

.C

.

Curve 8 Left

Radius=2000m

I= 4°53'45"

767m VC

K=95

E.V

.C

251

22

B.V

.C

251

91

300m VC

K=69

HIG

H: 1

61

.0

11

Ch

254

53

.1

03

E.V

.C

254

91

B.V

.C

259

99

204m VC

K=77

3.777 %

25340.895 161.723

-0.543 %

26000.000

157.596

-5.9

-2.0

-2.0

-2.0

-4.0

5.9

4.0

600 mm PC

IL = 157.527 m

156

Datum 146.0

25000

25020

25040

25060

25080

25100

25120

25140

25160

25180

25200

25220

25240

25260

25280

25300

25320

25340

25360

25380

25400

25420

25440

25460

25480

25500

25520

25540

25560

25580

25600

25620

25640

25660

25680

25700

25720

25740

25760

25780

25800

25820

25840

25860

25880

25900

25920

25940

25960

25980

26000

149.298

149.784

150.323

150.930

151.604

152.300

153.021

153.795

154.586

155.377

156.137

156.818

157.444

158.027

158.563

159.055

159.458

159.819

160.092

160.326

160.506

160.611

160.681

160.691

160.636

160.551

160.442

160.323

160.225

160.117

160.025

159.886

159.753

159.677

159.565

159.441

159.363

159.232

159.116

159.005

158.919

158.784

158.735

158.574

158.458

158.362

158.245

158.143

158.021

157.903

157.807

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

-8.20

149.149

149.669

150.230

150.834

151.479

152.248

153.139

153.971

154.727

155.482

156.232

156.932

157.575

158.160

158.688

159.158

159.571

159.925

160.222

160.462

160.644

160.768

160.835

160.844

160.795

160.695

160.586

160.477

160.369

160.260

160.151

160.043

159.934

159.825

159.717

159.608

159.499

159.391

159.282

159.173

159.065

158.956

158.846

158.645

158.466

158.358

158.249

158.140

158.032

157.923

157.814

149.633

150.153

150.714

151.318

151.963

152.651

153.380

154.135

154.891

155.646

156.396

157.096

157.739

158.324

158.852

159.322

159.735

160.089

160.386

160.626

160.808

160.932

160.999

161.008

160.959

160.859

160.750

160.641

160.533

160.424

160.315

160.207

160.098

159.989

159.881

159.772

159.663

159.555

159.446

159.337

159.229

159.120

159.012

158.903

158.794

158.686

158.577

158.468

158.360

158.251

158.142

150.028

150.548

151.109

151.713

152.358

152.980

153.577

154.200

154.823

155.512

156.262

156.962

157.605

158.190

158.718

159.188

159.601

159.955

160.252

160.492

160.674

160.798

160.865

160.874

160.825

160.725

160.616

160.507

160.399

160.290

160.181

160.073

159.964

159.855

159.747

159.638

159.529

159.421

159.312

159.203

159.109

159.101

159.107

159.113

159.062

158.954

158.845

158.736

158.628

158.519

158.410

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

ROOIDRAAI MOORREESBURG

LEGEND

EXISTING ROAD

RESERVE

PROPOSED ROAD

RESERVE

FILL SLOPE

CUT SLOPE

EXISTING GUARDRAIL

GATE

FENCE

EXISTING ROAD SIGN

NEW ROAD SIGN

POWER LINE & POLE

TELEPHONE LINE

& POLE

CAMP / MINOR ACCESS

SURVEY

CONTROL

POINT

NRB1-15

268.332

1. ALL EXISTING FEATURES ARE GHOSTED.

2. BATTER SLOPES SHOWN ON STANDARD CROSS-SECTIONS AND AS DETERMINED ON SITE.

3. THE CONTRACTOR IS TO APPLY FOR ALL NECESSARY WAYLEAVES, PLANS AND PERMITS

FROM THE VARIOUS SERVICE AUTHORITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION.

4. FARM/MINOR ACCESSES TO BE 5m WIDE (SEE TYPICAL DRAWINGS - ROADWORKS

DRG. No. 4397-R-JI-200-V1).

5. FINAL POSITIONS OF ACCESSES, SERVICE ROADS AND EDGE BEAMS TO BE DETERMINED

ON SITE.

6. EXISTING ROAD SIGNS TO BE REMOVED AND REPLACED WHERE REQUIRED.

7. WIRE FENCE GATES TO BE PROVIDED AT ALL FARM/MINOR ACCESSES.

NOTES :

8. STOCK PROOF FENCING TO BE PROVIDED ON ROAD RESERVE BOUNDARY

9 STRAND BARBED WIRE WITH STEEL STRAINING POSTS AND STEEL

STANDARDS AND DROPPERS).

9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND

FURTHER DRAINAGE DETAILS.

10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS.

11. THE LINING OF OPEN, TOE AND CUT-OFF DRAINS TO BE APPROVED BY

ENGINEERS REPRESENTATIVE.

PROPOSED ROAD

WIDENING

FARM / MAJOR ACCESS

NEW CULVERT AND

DIRECTION OF FLOW

RESHAPE EXISTING

SIDE DRAIN

> >

OPEN EARTH V-DRAIN

LINED / UNLINED

V SHAPED TOE DRAIN

TYPE A SIDE DRAIN

& DOWN CHUTE

TYPE F SIDE DRAIN

& DOWN CHUTE

NEW GUARDRAIL

TYPE A DRAIN WITH

INLET AND DOWNPIPE

V V

VOGELSTRUISFONTEIN 471

REM PTN 3

SG_870_1892_WC

C04600000000047100003

HENDRIK de WAAL 0827830011

VOGELSTRUISFONTEIN 471

PTN 15

SG_3362_2007_WC

C04600000000047100015

VOGELSTRUISFONTEIN 471

REM PTN 3

SG_870_1892_WC

C04600000000047100003

HENDRIK de WAAL 0827830011

VOGELSTRUISFONTEIN 471

REM PTN 3

SG_870_1892_WC

C04600000000047100003

HENDRIK de WAAL 0827830011

VOGELSTRUISFONTEIN 471

REM PTN 3

SG_870_1892_WC

C04600000000047100003

HENDRIK de WAAL 0827830011

NRB88-17

160.868

NRB90-17

157.492

NRB87-17

156.746

NRB89-17

157.771

K25-RE1

K25-RE2

K25-RE3

K25-RE4

K25-RE5

K25-RE6

K25-RE7

K25-LN1

K25-LN2K25-LN3

K25-LN4

K25-LN5

K25-LN6

X

+

3

6

8

0

0

0

0

X

+

3

6

7

9

8

0

0

X

+

3

6

7

9

8

0

0

X

+

3

6

7

9

6

0

0

X

+

3

6

7

9

6

0

0

X

+

3

6

7

9

4

0

0

X

+

3

6

7

9

4

0

0

X

+

3

6

7

9

2

0

0

X

+

3

6

7

9

2

0

0

Y

+

3

0

0

0

0

Y

+

3

0

0

0

0

Y

+

3

0

2

0

0

Y

+

3

0

2

0

0

X

+

3

6

8

0

0

0

0

25100 25200 25300 25400 25500 25600 25700 25800

25900

ECC7

BCC8

EC

C8

CU

T LIN

E

CU

T LIN

E

26000

25000

CAM

P

AC

CE

SS

CA

MP

AC

CE

SS

FA

RM

AC

CE

SS

CA

MP

AC

CE

SS

OPEN EARTH

V-DRAIN

25120

25580

OPEN EARTH

V-DRAIN

25100 25200 25300 25400 25500 25600 25700 25800

25900

ECC7

BCC8

EC

C8

CU

T LIN

E

CU

T LIN

E

26000

25000

CAM

P

AC

CE

SS

CA

MP

AC

CE

SS

FA

RM

AC

CE

SS

CA

MP

AC

CE

SS

OPEN EARTH

V-DRAIN

25120

25580

OPEN EARTH

V-DRAIN

EXISTING 1x600 Ø PC

TO BE EXTENDED

EXISTING 1x600 Ø PC

TO BE EXTENDED

EXISTING 1x450 Ø PC

REPLACED BY 1x600 Ø PC

EXISTING 1x450 Ø PC

REPLACED BY 1x600 Ø PC

CURVE No

8

RADIUS

2000.00

TRANS IN (m)

0.00

TRANS OUT (m)

0.00

TAN. IN (m)

85.50

TAN. OUT (m)

85.50

ANGLEPOINT

ECC7

BCC8

HPI 9

ECC8

SV

25000

25100

25200

25300

25400

25500

25600

25700

25800

25900

26000

Y-Coord X-Coord

N7/2 ALIGNMENT DETAILS - WGS84 Lo19° N7/2 CURVE DETAILS - WGS84 Lo19°

4°53'45"

25103.803

25854.635

25940.084

26025.533

29981.516

29997.476

29998.245

30017.843

30038.217

30058.590

30078.964

30099.337

30119.710

30140.084

30151.215

30160.960

30168.634

30185.974

30193.134

3680096.073

3679997.385

3679993.660

3679899.481

3679801.578

3679703.676

3679605.773

3679507.871

3679409.968

3679312.065

3679258.576

3679214.271

3679174.868

3679117.461

3679092.952

7 1200.00 0.00 0.00 346.40 346.40 32°12'11"

XY

+0

CO-ORDINATES WGS84 (Lo19°)

+0

PROPOSED ROAD RESERVE

POINT

K25-LN1 30010.199 3680017.718

K25-LN2 30029.885 3679955.176

K25-LN3 30059.435 3679813.174

K25-LN4 30120.269 3679496.186

K25-LN5 30197.249 3679137.644

K25-LN6 30198.682 3679132.024

25000

2

6

0

0

0

2

7

0

0

0

2

8

0

0

0

2

9

0

0

0

3

0

0

0

0

31000

S

H

E

E

T

1

9

O

F

2

7

S

H

E

E

T

2

0

O

F

2

7

SH

EE

T 21 O

F 27

S

H

E

E

T

2

2

O

F

2

7

SH

EE

T 2

3 O

F 2

7S

HE

ET 2

4 OF 2

7

KEY PLAN

N.T.S.

NRB86-17 29941.96 3680188.64 146.645

NRB87-17 30028.04 3679912.87 156.746

NRB88-17 30043.04 3679661.91 160.868

NRB89-17 30142.05 3679379.32 157.771

NRB90-17 30165.15 3679087.14 157.492

NRB91-17 30290.73 3678813.77 150.409

2.0% 2.0%

1

:

2

ALIG

NM

EN

T LIN

E

6.7m

ED

GE

O

F

SU

RF

AC

IN

G

6.7m

SB

P

LEVELS GIVEN HERE LEVELS GIVEN HERE LEVELS GIVEN HERE

3.7m3.0m 3.7m 3.0m

1

:

2

1

:

2

HORIZONTAL DESIGN SPEED : 100km/h

VERTICAL DESIGN SPEED : 100km/h

POSTED SPEED (Road Sings & Road Markings) : 120km/h

SV25.785

1x600 Ø PC

SKEW=85.798°

EDGE OF SURFACING

100mm LANE LINE GM1 (LINE:GAP RATIO 2:10) (WHITE)

100mm NO CROSSING LINES RM2 (WHITE)

150mm LEFT EDGE LINE RM4.1 (YELLOW)

150mm DIVIDING LINE WM3 (LINE:GAP RATIO 4:8) (WHITE)

MOORREESBURG

ROOIDRAAI

SV 25 044

CAMP

ACCESS

SV 25 007

FARM

ACCESS

SV

26000

SV 25 988

CAMP

ACCESS

SV 25 990

CAMP

ACCESS

SV

25000

3.7m

1.0m SURFACED SHOULDER

3.5m

3.7m

3.0m SURFACED SHOULDER

3.7m

1.0m SURFACED SHOULDER

3.5m

3.7m

3.0m SURFACED SHOULDER

XY

+0

CO-ORDINATES WGS84 (Lo19°)

+0

EXISTING ROAD RESERVE

POINT

K25-RE1 29952.089 3680090.499

K25-RE2 29900.068 3680057.936

K25-RE3 29907.651 3680045.821

K25-RE4 29956.735 3680076.761

K25-RE5 30026.832 3679730.426

K25-RE6 30044.127 3679622.230

K25-RE7 30153.715 3679117.782

ENG.

CONSULT.

REVISION DATENo.

DRAWING TYPE

BRIDGE/STRUCTURE No.

CONSULTANT DRAWING No.

SHEET

DRAWING LOCATION DATA

PROJECT NUMBER

ACCEPTANCE

THIS ACCEPTANCE IS FOR PROCEDURAL AND

ADMINISTRATIVE REVIEW PURPOSES ONLY

AND DOES NOT ATTRACT LEGAL LIABILITY OR

LIABILITY OF ANY KIND FROM WHATSOEVER

CAUSE OR HOWEVER ARISING

ROUTE

SECTION

DRAWING km DISTANCE

STARTEND

SCALE : SANRAL DOCUMENT #OF

Date :

Prof. Reg. No. :

Name :

DESIGNED BY

NAME

Prof. Reg. No.

CHECKED BY

VER

CONSULTANT APPROVAL

DRAWN BY

NAME

NAME

Prof. Reg. No.

Date :

Name :

SANRAL PROJECT MANAGER

WORKS CONTRACT ENGINEER

CONSTRUCTION RECORD (AS-BUILT)

Date :

Prof. Reg. No. :

Name :

HEAD OFFICE

Val de Grace

Tel: (012) 844 8000

Pretoria 0001

South Africa

48 Tambotie Avenue

PO Box 415

Pretoria

0184

for the SA NATIONAL ROADS AGENCY SOC LTD.

Date:

WESTERN REGION

Tel: (021) 957 4600

Private Bag X19

Bellville

Oakdale

Bellville

1 Havenga Street

7535

7530

N7

NRA N.007-020-2020/1F

N7

THE IMPROVEMENT OF NATIONAL ROUTE 7, SECTION 2, BETWEEN

ROOIDRAAI (km 7.49) AND MOORREESBURG (km 33.90)

DRAWING NAME

7 Digtebij Avenue, Mabille Park, Kuils River, 7580

P.O. Box 190, Kuils River, 7579

Tel: +27 21 906 5602

Fax: +27 21 906 5603

COPYRIGHT RESERVED

c

CAPE TOWN

14 CENTRAL SQUARE PINELANDS 7405

P.O. BOX 38561 PINELANDS 7430

Tel: +27 21 530-1800 Fax: +27 21 532-0950

E-MAIL: capetown@jgafrika.com

X:\P

rojects - (In-progress)\4397 N

7 R

ooidraai to M

oorreesburg (D

M)\07-D

raw

ing\R

oads\W

OR

KIN

G\4397-28-33 Layout-Long sv25-sv31 sht 19-24 - C

olour.dw

g

2019-06-11 B

randc1

50 mm 0 mm 50 mm 100 mm

FOR TENDER

PURPOSES ONLY

NOTE:

ALL DIMENSIONS TO BE CHECKED ON SITE

BEFORE ANY WORK IS PUT IN HAND.

REFER ANY DISCREPANCIES TO THE ENGINEER.

FOR APPROVAL

PURPOSES ONLY

J GENTZ

20080319

DM MURPHY

950446

PRELIMINARY

DRAWINGS

DRAFT

FINAL DESIGN

2 2

25 000 26 000

ROADS - LAYOUTS

4397-28

V1

GENERAL ARRANGEMENT AND LONG-SECTION

ROUTE 7, SECTION 2: SV 25 000 - SV 26 000

1:1000 19 27

V1 28/06/2019 ORIGINAL VERSION DM MURPHY

DM MURPHY

950446

28/06/2019

28

XY

+0

CO-ORDINATES WGS84 (Lo19°)

+0

SURVEY CONTROL POINTS

POINT

Z

ROOIDRAAI

MOORREESBURG

C BRAND