32 sv 29-30 - Amazon S3 · 2019-10-16 · sheet 21 of 27 sheet 22 of 27 sheet 23 of 27sheet 24 of...

Page 1

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

Direction

195°14'10"

29

60

0

B.C

.C

.

Curve 10 Left

Radius=640m

I= 34°31'22"

29

98

6

E.C

.C

.

Direction

160°42'48"

B.V

.C

295

10

185m VC

K=68

E.V

.C

296

95

B.V

.C

299

97

408m VC

K=103

3.657 %

29602.327 207.020

0.941 %

30000.000

212.653

-2.0

-2.0-8.0

8.0

2000x2000 mm BC

IL = 191.104 m ??

600 mm PC

IL = 191.901 m

900x900 mm BC

IL = 203.379 m

600 mm PC

IL = 200.338 m

189

Datum 179.0

196

Datum 186.0

207

Datum 197.0

29000

29020

29040

29060

29080

29100

29120

29140

29160

29180

29200

29220

29240

29260

29280

29300

29320

29340

29360

29380

29400

29420

29440

29460

29480

29500

29520

29540

29560

29580

29600

29620

29640

29660

29680

29700

29720

29740

29760

29780

29800

29820

29840

29860

29880

29900

29920

29940

29960

29980

30000

184.679

185.425

186.150

186.885

187.610

188.352

189.079

189.815

190.531

191.243

191.993

192.724

193.467

194.187

194.899

195.635

196.364

197.110

197.845

198.579

199.307

200.030

200.763

201.496

202.213

202.960

203.700

204.364

204.991

205.535

205.999

206.449

206.794

207.118

207.400

207.648

207.863

208.032

208.217

208.379

208.534

208.628

208.823

209.082

209.316

209.547

209.733

209.955

210.136

210.322

210.488

-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

184.827

185.558

186.290

187.021

187.753

188.484

189.216

189.947

190.679

191.410

192.142

192.873

193.604

194.336

195.067

195.799

196.530

197.262

197.993

198.725

199.456

200.188

200.919

201.651

202.382

203.114

203.837

204.510

205.103

205.514

205.846

206.140

206.498

206.818

207.079

207.283

207.471

207.660

207.848

208.036

208.224

208.413

208.601

208.789

208.977

209.165

209.354

209.542

209.751

210.082

210.434

184.991

185.722

186.454

187.185

187.917

188.648

189.380

190.111

190.843

191.574

192.306

193.037

193.768

194.500

195.231

195.963

196.694

197.426

198.157

198.889

199.620

200.352

201.083

201.815

202.546

203.278

204.001

204.674

205.287

205.842

206.338

206.775

207.154

207.474

207.735

207.939

208.127

208.316

208.504

208.692

208.880

209.069

209.257

209.445

209.633

209.821

210.010

210.198

210.386

210.574

210.762

184.857

185.588

186.320

187.051

187.783

188.514

189.246

189.977

190.709

191.440

192.172

192.903

193.634

194.366

195.097

195.829

196.560

197.292

198.023

198.755

199.486

200.218

200.949

201.681

202.411

203.139

203.878

204.674

205.435

206.143

206.798

207.382

207.792

208.124

208.391

208.595

208.783

208.972

209.160

209.348

209.536

209.725

209.913

210.101

210.289

210.477

210.666

210.854

211.022

211.066

211.090

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

6.78

6.92

7.08

7.22

7.38

7.53

7.67

7.83

7.97

8.13

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

ROOIDRAAIMOORREESBURG

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

BOSCHJES VALLEY 474

REM PTN 3

SG_490_1917_WC

C04600000000047400003

HENDRIK de WAAL 0827830011

BOTTELFONTEIN 425

REM PTN 11

SG_A2690_1924_WC

C04600000000042500011

FC BESTER 0824938383

BOTTELFONTEIN 425

PTN 19

SG_3358_2007_WC

C04600000000042500019

BOTTELFONTEIN 425

REM PTN 11

SG_A2690_1924_WC

C04600000000042500011

FC BESTER 0824938383

BOTTELFONTEIN 425

REM PTN 2

SG_37_1871_WC

C04600000000042500002

FC BESTER 0824938383

BOTTELFONTEIN 425

REM PTN 2

SG_37_1871_WC

C04600000000042500002

FC BESTER 0824938383

BOTTELFONTEIN 425

REM PTN 2

SG_37_1871_WC

C04600000000042500002

FC BESTER 0824938383

NRB101-17

190.911

NRB102-17

202.168

NRB104-17

212.635

NRB103-17

208.361

K29-RE1

K29-RE2

K29-RE3

K29-RE4

K29-RE5

K29-RE6

K29-RE7

K29-LN1

K29-LN2

K29-LN3

K29-LN4

K29-LN5

K29-LN6

K

3

0

-L

N

1

K

3

0

-L

N

2

X

+

3 676 000

X

+

3 676 000

X

+

3 675 800

X

+

3 675 800

X

+

3 675 600

X

+

3 675 600

X

+

3 675 400

X

+

3 675 400

X

+

3 675 200

Y

+

30 000

X

+

3 675 200

Y

+

30 200

Y

+

30 200

Y

+

30 000

29100

29200

29300

29400

29500

29600

29700

2

9

8

0

0

2

9

9

0

0

BC

C

10

E

C

C

1

0

C

U

T LIN

E

C

U

T

L

I

N

E

3

0

0

0

0

29000

C

AM

P

AC

C

ES

S

C

A

M

P

AC

C

ES

S

C

AM

P

AC

C

ES

S

>>

TY

P

E

A

SID

E D

R

AIN

29170

TY

PE

A

SID

E D

R

AIN

29110

O

PE

N

E

AR

TH

V-D

R

AIN

29580

T

Y

P

E

A

S

ID

E

D

R

A

IN

29770

29350

TY

PE

A

SID

E D

R

AIN

29440

TY

P

E

A

SID

E D

R

AIN

29720

OP

EN

EA

RT

H

V-D

RA

IN

CA

MP

AC

CE

SS

CA

MP

AC

CE

SS

29100

29200

29300

29400

29500

29600

29700

2

9

8

0

0

2

9

9

0

0

BC

C

10

E

C

C

1

0

C

U

T LIN

E

C

U

T

L

I

N

E

3

0

0

0

0

29000

C

AM

P

AC

C

ES

S

C

A

M

P

AC

C

ES

S

C

AM

P

AC

C

ES

S

>>

TY

P

E

A

SID

E D

R

AIN

29170

TY

PE

A

SID

E D

R

AIN

29110

O

PE

N

E

AR

TH

V-D

R

AIN

29580

T

Y

P

E

A

S

ID

E

D

R

A

IN

29770

29350

TY

PE

A

SID

E D

R

AIN

29440

TY

P

E

A

SID

E D

R

AIN

29720

OP

EN

EA

RT

H

V-D

RA

IN

CA

MP

AC

CE

SS

CA

MP

AC

CE

SS

EXISTING 1x450 Ø PC

REPLACED BY 1x600 Ø PC

EXISTING 1x600 Ø PC

TO BE EXTENDED

EXISTING 1 x 2.0x2.0m

MAJOR BC TO BE

EXTENDED

EXISTING 1 x 0.9x0.9m

BOX CULVERT TO BE

EXTENDED

EXISTING 1 x 2.0x2.0m

MAJOR BC TO BE EXTENDED

EXISTING 1x450 Ø PC

REPLACED BY 1x600 Ø PC

POINT

BCC10

HPI 11

ECC10

SV

29000

29100

29200

29300

29400

29500

29600

29700

29800

29900

30000

Y-Coord X-Coord

N7/2 ALIGNMENT DETAILS - WGS84 Lo19°

29599.918

29792.729

29985.540

30274.705

30248.426

30222.146

30195.866

30169.586

30143.307

30117.049

30117.027

30098.389

30064.788

30095.251

30107.690

30130.471

30135.247

3676221.293

3676124.808

3676028.323

3675931.838

3675835.353

3675738.868

3675642.462

3675642.383

3675544.239

3675450.588

3675444.390

3675345.269

3675262.885

3675249.236

XY

+0

CO-ORDINATES WGS84 (Lo19°)

+0

PROPOSED ROAD RESERVE

POINT

K29-LN1 30287.657 3676202.176

K29-LN2 30276.861 3676152.391

K29-LN3 30139.065 3675646.479

K29-LN4 30117.042 3675519.057

K29-LN5 30134.624 3675350.430

K29-LN6 30147.041 3675300.024

NRB100-17 30280.56 3676329.42 180.513

NRB101-17 30206.43 3676049.45 190.911

NRB102-17 30128.25 3675770.21 202.168

NRB103-17 30117.09 3675544.82 208.361

NRB104-17 30107.65 3675265.23 212.635

NRB105-17 30202.11 3674995.81 212.153

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.

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

SV29.262

1x600 Ø PC

SKEW=89.982°

SV29.474

1x600 Ø PC

SKEW=89.38°

SV29.816

1x0.9x0.9 m BC

SKEW=91.414°

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

29170

SV

29350

SV

29440

SV

29470

SV 29 083

CAMP

ACCESS

SV

29110

SV 29 549

CAMP

ACCESS

SV 29 568

CAMP

ACCESS

SV

29770

SV

29670

SV

29290

SV29.248

1x2.0x2.0 m BC

SKEW=89.8°

3.5m

3.7m

1.0m SURFACED SHOULDER

3.7m

1.0m SURFACED SHOULDER

3.5m

SV

29400

SV 29 743

CAMP

ACCESS

SV 29 736

CAMP

ACCESS

XY

+0

CO-ORDINATES WGS84 (Lo19°)

+0

EXISTING ROAD RESERVE

POINT

K29-RE1 30233.818 3676162.683

K29-RE2 30106.771 3675694.261

K29-RE3 30080.156 3675596.145

K29-RE4 30068.812 3675507.427

K29-RE5 30071.833 3675410.568

K29-RE6 30081.078 3675351.603

K29-RE7 30094.326 3675300.515

CURVE No

10

RADIUS

640.00

TRANS IN (m)

0.00

TRANS OUT (m)

0.00

TAN. IN (m)

198.86

TAN. OUT (m)

198.86

ANGLE

N7/2 CURVE DETAILS - WGS84 Lo19°

34°31'22"

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

29 000 30 000

ROADS - LAYOUTS

4397-32

V1

GENERAL ARRANGEMENT AND LONG-SECTION

ROUTE 7, SECTION 2: SV 29 000 - SV 30 000

1:1000 23 27

V1 28/06/2019 ORIGINAL VERSION DM MURPHY

DM MURPHY

950446

28/06/2019

32

RO

O

IDR

AA

I

M

O

O

R

R

E

E

S

B

U

R

G

XY

+0

CO-ORDINATES WGS84 (Lo19°)

+0

SURVEY CONTROL POINTS

POINT

Z

C BRAND