1:1000 sans 1200 · 1115 vertical profile grades left edge (hl) centre line (cl) right edge (hr)...

1
Y: 64 965 X: 2 648 631 Y: 64 765 X: 2 648 648 431 1120 1112.0 1112.0 1112.0 1114.0 1116.0 1116.0 1116.0 1118.0 1122.0 1122.0 1122.0 1122.0 91 CH: 550.256 ECC CH: 571.574 BCC CH: 586.127 ECC CH: 662.606 BCC CH: 699.694 ECC 00 0 600 0 700 0 739 PI 4 PI 5 PI 6 Bus Route CH: 9.673 BCC CH: 26.366 ECC CH: 35.897 BCC CH: 43.751 ECC CH: 166.364 BCC 0 000 0 100 0 200 PI 1 PI 2 PI 3 Staff Road SCALES: Horizontal 1:1000 Vertical 1:100 DATUM 1100.000 Bus Route LONGITUDINAL SECTION from 660.000 to 740.128 1105 1110 1115 VERTICAL PROFILE GRADES LEFT EDGE (HL) CENTRE LINE (CL) RIGHT EDGE (HR) GROUND LEVELS ON CL SUPERELEVATION LEFT RIGHT HORIZONTAL ALIGNMENT DISTANCE (m) FINAL DESIGN ROAD LEVELS 0.731% 629.752 1108.050 BVC 575.380 EVC 684.125 VCL=108.746m K=11 1108.531 1108.425 1108.563 1108.564 1108.710 1108.531 1108.425 1108.563 1108.564 1108.710 1108.531 1108.425 1108.563 1108.564 1108.710 1108.531 1108.425 1108.563 1108.564 1108.710 2.0% 693.064 -2.0% DIRECTION 175°00'00" R=25.0m BCC6 662.606 699.694 ECC6 I=217°30'00" CURVE 6 DIRECTION 260°00'00" 660 680 700 700 720 740 740 740 Y: 64 965 X: 2 648 631 Y: 64 765 X: 2 648 631 1120 1130 1114.0 1116.0 1116.0 1116.0 1118.0 1122.0 1122.0 1122.0 1122.0 1122.0 1124.0 1126.0 1128.0 1132.0 1134.0 1136.0 11 CH: 316.888 BCC CH: 405.191 ECC CH: 514.850 BCC CH: 550.256 ECC CH: 571.574 BCC CH: 586.127 ECC CH: 662.606 BCC 0 400 0 500 0 600 0 700 PI 3 PI 4 PI 5 PI 6 Bus Route Bus Route CH: 9.673 BCC CH: 26.366 ECC CH: 35.897 BCC CH: 43.751 ECC CH: 166.364 BCC CH: 229.196 ECC CH: 260.721 BCC CH: 278.174 ECC 0 000 0 100 0 200 0 300 0 302 PI 1 PI 2 PI 3 PI 4 Staff Road Staff Road SCALES: Horizontal 1:1000 Vertical 1:100 DATUM 1110.000 Staff Road LONGITUDINAL SECTION from 0.000 to 302.068 1115 1120 VERTICAL PROFILE GRADES LEFT EDGE (HL) CENTRE LINE (CL) RIGHT EDGE (HR) GROUND LEVELS ON CL SUPERELEVATION LEFT RIGHT HORIZONTAL ALIGNMENT DISTANCE (m) FINAL DESIGN ROAD LEVELS 3.605% -10.126% 12.146 1115.474 BVC 0.728 EVC 23.564 VCL=22.836m K=2 38.100 1112.846 BVC 32.893 EVC 43.308 VCL=10.415m K=1 2.154% 68.198 1112.521 BVC 57.028 EVC 79.368 VCL=22.340m K=7 -3.067% 261.142 1116.676 BVC 241.637 EVC 280.646 VCL=39.009m K=7 -1.147% -1.018% 1115.036 1115.062 1115.082 1114.640 1114.318 1113.373 1112.963 1112.871 1112.786 1112.681 1112.634 1112.610 1112.609 1112.761 1112.775 1113.206 1113.636 1114.067 1114.498 1114.929 1115.359 1115.790 1116.221 1116.256 1116.426 1116.422 1116.097 1116.078 1115.484 1115.421 1115.036 1115.062 1115.082 1114.640 1114.318 1113.373 1112.963 1112.871 1112.786 1112.681 1112.634 1112.610 1112.609 1112.761 1112.775 1113.206 1113.636 1114.067 1114.498 1114.929 1115.359 1115.790 1116.221 1116.256 1116.426 1116.422 1116.097 1116.078 1115.484 1115.421 1115.036 1115.062 1115.082 1114.640 1114.318 1113.373 1112.963 1112.871 1112.786 1112.681 1112.634 1112.610 1112.609 1112.761 1112.775 1113.206 1113.636 1114.067 1114.498 1114.929 1115.359 1115.790 1116.221 1116.256 1116.426 1116.422 1116.097 1116.078 1115.484 1115.421 1115.036 1115.062 1115.082 1114.640 1114.318 1113.373 1112.963 1112.871 1112.786 1112.681 1112.634 1112.610 1112.609 1112.761 1112.775 1113.206 1113.636 1114.067 1114.498 1114.929 1115.359 1115.790 1116.221 1116.256 1116.426 1116.422 1116.097 1116.078 1115.484 1115.421 DIRECTION 312°15'30" R=25.0m BCC1 9.673 26.366 ECC1 I=293°07'40" CURVE 1 DIRECTION 274°00'00" R=25.0m BCC2 35.897 43.751 ECC2 I=283°00'00" CURVE 2 DIRECTION 292°00'00" R=200.0m BCC3 166.364 229.196 ECC3 I=301°00'00" CURVE 3 DIRECTION 310°00'00" R=25.0m BCC4 260.721 278.174 ECC4 I=290°00'00" CURVE 4 DIRECTION 270°00'00" 0 1 12 20 24 33 38 40 43 52 57 60 68 79 80 100 120 140 160 180 200 220 240 242 260 261 280 281 300 302 Key Diagram Date By Chkd Appd 187 tequila sunrise, sunset ave, beverley, joburg, 2062 +27 (0)76 057 7788 [email protected] A B C D E F G H J A1 K issue Pr. Eng. No. drawing status project number drawing number sheet description project title discipline drawing scale earthworkshop™ 1 2 3 4 5 6 7 8 9 10 G:\My Drive\Projects\02 Live\3977+3F Melk River Lephalale School\Internal\Sheets\C-R-03 Road Long 2.dwg B 20140325 27/01/2020 t shumba t shumba t shumba Information CIVIL Roads Longitudinal Section Sheet 2 3977+3F C-R-03 Ptn 1 Vrischgewaad 649 IR Lapalala Wilderness School for The Mapula Trust Staff Road Alternative Removed and Bus Parking Realigned at Arch's Request 1:1000 0 20.00 40.00 60.00 80.00 100.00 Scale 1:1000 Metres General Notes 1. Do not Scale this Drawing, Work in Figured Dimensions Only 2. Any Discrepancies on the Drawing to be Brought to the Attention of the Engineer Prior to Implementation of any Works 3. All Materials and Workmanship to Comply with Relevant Specifications: 4. Coordinate System : SANS 1200 Hartebeeshoek94 Lo29 continues on dwg C-R-02 0 20.00 40.00 60.00 80.00 100.00 Scale 1:1000 Metres

Upload: others

Post on 31-Jul-2020

0 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: 1:1000 SANS 1200 · 1115 VERTICAL PROFILE GRADES LEFT EDGE (HL) CENTRE LINE (CL) RIGHT EDGE (HR) GROUND LEVELS ON CL SUPERELEVATION LEFT RIGHT HORIZONTAL ALIGNMENT DISTANCE (m) FINAL

Y

: 6

4

9

6

5

X

: 2

6

4

8

6

3

1

Y

: 6

4

7

6

5

X

: 2

6

4

8

6

3

1

X

: 2

6

4

8

4

3

1

11

20

1

1

1

2

.0

1

1

1

2

.0

11

12

.0

1

1

1

4

.0

1

1

1

6

.0

1

1

1

6

.0

11

16

.0

11

18

.0

1

1

2

2

.0

1

1

2

2

.0

1

1

2

2

.0

11

22

.0

C

H

: 4

0

5

.1

9

1

CH

: 55

0.2

56

EC

C

CH

: 57

1.5

74

BC

C

C

H

: 5

8

6

.1

2

7

E

C

C

C

H

: 6

6

2

.6

0

6

B

C

C

C

H

:

6

9

9

.6

9

4

E

C

C

5

0

0

0

6

0

0

0

7

0

0

0

7

3

9

P

I

4

PI 5

P

I 6

B

u

s

R

o

u

t

e

C

H

: 9

.6

7

3

B

C

C

C

H

: 2

6

.3

6

6E

C

C

C

H

: 3

5

.8

9

7

B

C

C

CH

: 4

3.7

51

EC

C

CH

: 1

66

.3

64

BC

C

0

0

0

0

0 100

0

20

0PI 1

PI 2

PI 3

Staff Road

SCALES:

Horizontal 1:1000

Vertical 1:100

DATUM 1100.000

Bus Route LONGITUDINAL SECTION

from 660.000 to 740.128

1105

1110

1115

VERTICAL PROFILE

GRADES

LEFT EDGE (HL)

CENTRE LINE (CL)

RIGHT EDGE (HR)

GROUND LEVELS ON CL

SUPERELEVATION

LEFT

RIGHT

HORIZONTAL ALIGNMENT

DISTANCE (m)

FIN

AL

D

ES

IG

N

RO

AD

L

EV

EL

S

0.731%629.7521108.050

BVC

575.380

EVC

684.125

VCL=108.746m

K=11

11

08

.5

31

11

08

.4

25

11

08

.5

63

11

08

.5

64

11

08

.7

10

11

08

.5

31

11

08

.4

25

11

08

.5

63

11

08

.5

64

11

08

.7

10

11

08

.5

31

11

08

.4

25

11

08

.5

63

11

08

.5

64

11

08

.7

10

11

08

.5

31

11

08

.4

25

11

08

.5

63

11

08

.5

64

11

08

.7

10

2.0%

693.064

-2.0%

DIRECTION

175°00'00"

R=25.0m

BC

C6

66

2.6

06

69

9.6

94

EC

C6

I=217°30'00"

CURVE 6

DIRECTION

260°00'00"

66

0

68

0

70

0

70

0

72

0

74

0

74

0

74

0

Y

: 6

4

9

6

5

X

: 2

6

4

8

6

3

1

Y

: 6

4

7

6

5

X

: 2

6

4

8

6

3

1

11

20

1

1

3

0

1

1

1

4

.0

1

1

1

6

.0

1

1

1

6

.0

11

16

.0

11

18

.0

1

1

2

2

.0

1

1

2

2

.0

1

1

2

2

.

0

1

1

2

2

.0

11

22

.0

11

24

.0

11

26

.0

1

1

2

8

.0

1

1

3

2

.0

1

1

3

4

.

0

1

1

3

6

.0

1

1

3

8

.0

C

H

:

3

1

6

.

8

8

8

B

C

C

C

H

: 4

0

5

.1

9

1

E

C

C

C

H

: 5

1

4

.8

5

0B

C

C

CH

: 55

0.2

56

EC

C

CH

: 57

1.5

74

BC

C

C

H

: 5

8

6

.1

2

7

E

C

C

C

H

: 6

6

2

.6

0

6

B

C

C

0

4

0

0

0

5

0

0

0

6

0

0

0

7

0

0

P

I

3

P

I

4

PI 5

P

I 6

B

u

s R

o

u

te

B

u

s

R

o

u

t

e

C

H

: 9

.6

7

3

B

C

C

C

H

: 2

6

.3

6

6E

C

C

C

H

: 3

5

.8

9

7

B

C

C

CH

: 4

3.7

51

EC

C

CH

: 1

66

.3

64

BC

C

C

H

: 2

2

9

.1

9

6

E

C

C

C

H

: 2

6

0

.7

2

1

B

C

C

C

H

: 2

7

8

.1

7

4

E

C

C

0

0

0

0

0 100

0

20

0

0

3

0

0

0

3

0

2

PI 1

PI 2

PI 3

PI 4

Staff Road

S

ta

ff R

o

a

d

SCALES:

Horizontal 1:1000

Vertical 1:100

DATUM 1110.000

Staff Road LONGITUDINAL SECTION

from 0.000 to 302.068

1115

1120

VERTICAL PROFILE

GRADES

LEFT EDGE (HL)

CENTRE LINE (CL)

RIGHT EDGE (HR)

GROUND LEVELS ON CL

SUPERELEVATION

LEFT

RIGHT

HORIZONTAL ALIGNMENT

DISTANCE (m)

FIN

AL

D

ES

IG

N

RO

AD

L

EV

EL

S

3.605% -10.126%12.146 1115.474

BVC

0.728

EVC

23.564

VCL=22.836m

K=2

38.100 1112.846

BVC

32.893

EVC

43.308

VCL=10.415m

K=1

2.154%68.198 1112.521

BVC

57.028

EVC

79.368

VCL=22.340m

K=7

-3.067%261.142 1116.676

BVC

241.637

EVC

280.646

VCL=39.009m

K=7

-1.147%-1.018%

11

15

.0

36

11

15

.0

62

11

15

.0

82

11

14

.6

40

11

14

.3

18

11

13

.3

73

11

12

.9

63

11

12

.8

71

11

12

.7

86

11

12

.6

81

11

12

.6

34

11

12

.6

10

11

12

.6

09

11

12

.7

61

11

12

.7

75

11

13

.2

06

11

13

.6

36

11

14

.0

67

11

14

.4

98

11

14

.9

29

11

15

.3

59

11

15

.7

90

11

16

.2

21

11

16

.2

56

11

16

.4

26

11

16

.4

22

11

16

.0

97

11

16

.0

78

11

15

.4

84

11

15

.4

21

11

15

.0

36

11

15

.0

62

11

15

.0

82

11

14

.6

40

11

14

.3

18

11

13

.3

73

11

12

.9

63

11

12

.8

71

11

12

.7

86

11

12

.6

81

11

12

.6

34

11

12

.6

10

11

12

.6

09

11

12

.7

61

11

12

.7

75

11

13

.2

06

11

13

.6

36

11

14

.0

67

11

14

.4

98

11

14

.9

29

11

15

.3

59

11

15

.7

90

11

16

.2

21

11

16

.2

56

11

16

.4

26

11

16

.4

22

11

16

.0

97

11

16

.0

78

11

15

.4

84

11

15

.4

21

11

15

.0

36

11

15

.0

62

11

15

.0

82

11

14

.6

40

11

14

.3

18

11

13

.3

73

11

12

.9

63

11

12

.8

71

11

12

.7

86

11

12

.6

81

11

12

.6

34

11

12

.6

10

11

12

.6

09

11

12

.7

61

11

12

.7

75

11

13

.2

06

11

13

.6

36

11

14

.0

67

11

14

.4

98

11

14

.9

29

11

15

.3

59

11

15

.7

90

11

16

.2

21

11

16

.2

56

11

16

.4

26

11

16

.4

22

11

16

.0

97

11

16

.0

78

11

15

.4

84

11

15

.4

21

11

15

.0

36

11

15

.0

62

11

15

.0

82

11

14

.6

40

11

14

.3

18

11

13

.3

73

11

12

.9

63

11

12

.8

71

11

12

.7

86

11

12

.6

81

11

12

.6

34

11

12

.6

10

11

12

.6

09

11

12

.7

61

11

12

.7

75

11

13

.2

06

11

13

.6

36

11

14

.0

67

11

14

.4

98

11

14

.9

29

11

15

.3

59

11

15

.7

90

11

16

.2

21

11

16

.2

56

11

16

.4

26

11

16

.4

22

11

16

.0

97

11

16

.0

78

11

15

.4

84

11

15

.4

21

DIRECTION

312°15'30"

R=25.0m

BC

C1

9.6

73

26

.3

66

EC

C1

I=293°07'40"

CURVE 1

DIRECTION

274°00'00"

R=25.0m

BC

C2

35

.8

97

43

.7

51

EC

C2

I=283°00'00"

CURVE 2

DIRECTION

292°00'00"

R=200.0m

BC

C3

16

6.3

64

22

9.1

96

EC

C3

I=301°00'00"

CURVE 3

DIRECTION

310°00'00"

R=25.0m

BC

C4

26

0.7

21

27

8.1

74

EC

C4

I=290°00'00"

CURVE 4

DIRECTION

270°00'00"

0 1

12

20

24

33

38

40

43

52

57

60

68

79

80

10

0

12

0

14

0

16

0

18

0

20

0

22

0

24

0

24

2

26

0

26

1

28

0

28

1

30

0

30

2

Key Diagram

Da

te

By

Ch

kd

Ap

pd

1

87

te

qu

ila

s

un

ris

e, s

un

se

t a

ve

, b

ev

er

le

y, jo

bu

rg

, 2

06

2

+

27

(0

)7

6 0

57

7

78

8

in

fo

@e

ar

th

wo

rk

sh

op

.x

yz

A B C D E F G H J

A1

K

issue

Pr

. E

ng

. N

o.

dr

aw

in

g s

ta

tu

s

pr

oje

ct n

um

be

rd

ra

win

g n

um

be

r

sh

ee

t d

es

cr

ip

tio

n

pr

oje

ct title

discipline

drawing scale

earthworkshop™

12

34

56

78

91

0

G:\M

y D

riv

e\P

ro

je

cts

\0

2 L

iv

e\3

97

7+

3F

M

elk

R

iv

er

L

ep

ha

la

le

S

ch

oo

l\In

te

rn

al\S

he

ets

\C

-R

-0

3 R

oa

d L

on

g 2

.d

wg

B

20

14

03

25

27

/0

1/2

02

0t s

hu

mb

at s

hu

mb

at s

hu

mb

a

In

fo

rm

atio

n

CIVIL

Ro

ad

s L

on

gitu

din

al S

ec

tio

n S

he

et 2

39

77

+3

FC

-R

-0

3P

tn

1

V

ris

ch

ge

wa

ad

6

49

IR

L

ap

ala

la

W

ild

er

ne

ss

S

ch

oo

l fo

r T

he

M

ap

ula

T

ru

st

Sta

ff R

oa

d A

lte

rn

ativ

e R

em

ov

ed

a

nd

B

us

P

ar

kin

g R

ea

lig

ne

d a

t A

rc

h's

R

eq

ue

st

1:1000

0 20.00 40.00 60.00 80.00 100.00

Scale 1:1000

Metres

Ge

ne

ra

l N

ot

es

1.

Do

n

ot S

ca

le

th

is

D

ra

win

g, W

or

k in

F

ig

ur

ed

D

im

en

sio

ns

O

nly

2.

An

y D

is

cr

ep

an

cie

s o

n th

e D

ra

win

g to

b

e B

ro

ug

ht to

th

e A

tte

ntio

n o

f th

e E

ng

in

ee

r P

rio

r to

Im

ple

me

nta

tio

n o

f a

ny

W

or

ks

3.

All M

ate

ria

ls

a

nd

W

or

km

an

sh

ip

to

C

om

ply

w

ith

R

ele

va

nt S

pe

cific

atio

ns

:

4.

Co

or

din

ate

S

ys

te

m :

SA

NS

1

20

0

Ha

rte

be

es

ho

ek

94

L

o2

9

c

o

n

t

in

u

e

s

o

n

d

w

g

C

-

R

-

0

2

0 20.00 40.00 60.00 80.00 100.00

Scale 1:1000

Metres