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PLOT1
PLOT3
PLOT7
PLOT10
PLOT5
PLOT12
PLOT14
PLOT22
PLOT36
PLOT30
PLOT32
PLOT16
PLOT18
PLOT34
PLOT9
PLOT19
PLOT38
PLOT2
PLOT4
PLOT8
PLOT6
PLOT11
PLOT13
PLOT15
PLOT17
PLOT20
PLOT35
PLOT37
PLOT31
PLOT23
PLOT33
BP
Ch:0.00
PC
Ch:364.41
PT
Ch:382.46
PC
Ch:396.91
PT
Ch:406.14
EP
Ch:425.47
L13
L14
L15
C9
C8
Road 2
Road 2
Road 1
Road 4
Road 6
Road 5
Future Access
to Site
Round About
Road1
Road4
Road5
Road6
Round About
303.00
304.00
305.00
306.00
307.00
308.00
309.00
310.00
311.00
312.00
313.00
314.00
315.00
316.00
317.00
318.00
319.00
320.00
321.00
322.00
323.00
324.00
325.00
326.00
0.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
80.00
90.00
100.00
110.00
120.00
130.00
140.00
150.00
160.00
170.00
180.00
190.00
200.00
210.00
220.00
230.00
240.00
250.00
260.00
270.00
280.00
290.00
300.00
310.00
320.00
330.00
340.00
350.00
360.00
370.00
380.00
390.00
400.00
410.00
420.00
425.47
325.919
325.601
325.098
324.436
323.743
323.052
322.273
321.502
320.835
320.258
319.810
319.480
319.181
318.859
317.760
317.502
317.311
317.108
316.953
315.718
314.467
314.357
314.061
312.953
312.337
311.864
311.753
311.179
311.027
311.169
310.645
310.323
309.468
309.710
309.469
308.364
307.979
307.765
307.813
307.379
307.597
308.517
309.248
309.469
324.766
324.841
324.978
324.644
324.150
323.406
322.551
321.696
320.841
319.994
319.265
318.689
318.268
317.988
317.738
317.487
317.135
316.616
315.931
315.144
314.357
313.569
312.801
312.167
311.688
311.362
311.112
310.853
310.746
310.939
310.668
310.294
309.920
309.546
309.172
308.798
308.428
308.225
308.272
308.563
308.913
308.982
309.082
309.137
VCL=19 m
K=4.0
VCL=35 m
K=6.5
VCL=30 m
K=4.0
-7.88%-8.55% -2.50%
VCL=39 m
K=6.5
VCL=32 m
K=6.0
-1.00%
2.50%
-3.83%
VCL=10m
K=1.6
-2.50% -2.80% 2.50%-2.50% -3.74%
VCL=10m
K=1.6
3.68%
VCL=8m
K=1.6
-1.21%
1.00%
L=364.41m R=16.00
L=18.05
364.41
382.46
L=14.45m
R=20.00
L=9.23
396.91
406.14
L=19.33m
-1.15
-0.76
-0.12
0.21
0.41
0.35
0.28
0.19
0.01
-0.26
-0.55
-0.79
-0.91
-0.87
-0.02
-0.01
-0.18
-0.49
-1.02
-0.57
-0.11
-0.79
-1.26
-0.79
-0.65
-0.50
-0.64
-0.33
-0.28
-0.23
0.02
-0.03
0.45
-0.16
-0.30
0.43
0.45
0.46
0.46
1.18
1.32
0.47
-0.17
-0.33
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
LOW PT Ch: 249.91m
LOW PT Elev: 311.365m
PVI Ch: 232.44m
PVI Elev: 311.80m
K=6.50
LVC=34.949m
Ch.214.96m
313.18m
Ch.249.91m
311.36m
LOW PT Ch: 373.12m
LOW PT Elev: 308.213m
PVI Ch: 373.00m
PVI Elev: 307.94m
K=4.00
LVC=29.683m
Ch.358.15m
308.49m
Ch.387.84m
308.48m
LOW PT Ch: 126.15m
LOW PT Elev: 318.085m
PVI Ch: 106.49m
PVI Elev: 318.58m
K=6.50
LVC=39.322m
Ch.86.83m
320.26m
Ch.126.15m
318.08m
HIGH PT Ch: 30.57m
HIGH PT Elev: 324.62m
PVI Ch: 40.00m
PVI Elev: 324.26m
K=4.00
L=18.865m
Ch.30.57m
324.62m
Ch.49.43m
323.45m
HIGH PT Ch: 148.87m
HIGH PT Elev: 317.52m
PVI Ch: 165.00m
PVI Elev: 317.11m
K=6.00
L=32.261m
Ch.148.87m
317.52m
Ch.181.13m
315.84m
HIGH PT Ch: 17.97m
HIGH PT Elev: 324.99m
PVI Ch: 19.00m
PVI Elev: 325.07m
K=1.55
L=9.817m
Ch.14.09m
324.94m
Ch.23.91m
324.88m
HIGH PT Ch: 289.75m
HIGH PT Elev: 310.94m
PVI Ch: 290.74m
PVI Elev: 311.01m
K=1.60
L=9.984m
Ch.285.75m
310.89m
Ch.295.73m
310.83m
HIGH PT Ch: 403.45m
HIGH PT Elev: 308.95m
PVI Ch: 401.47m
PVI Elev: 308.99m
K=1.60
L=7.824m
Ch.397.56m
308.84m
Ch.405.38m
308.94m
Cul de Sac
LONGSECTION ROAD2
Chainage (m)
C/L Ground Levels
Centre Line
Vertical Curves
Horizontal Alignment
Cut & Fill
Job No
Drawing Status
Discipline
Scale at A1
Drawing No Rev
Drawing Title
Job Title
Client
Date By Chkd Appd
A1
1
2
3
4
5
6
7
8
9
10
11
A B C D E F G H I J K L M N
Do not scale
Rev
CR-102 C22878
1000, 500
FOR CONSTRUCTION
Civil
ROAD 2
LONG SECTION
/ /C1 03 12 12 Reza B. P.G P.G
ISSUED FOR CONSTRUCTION
Road2
Number
C8
C9
L13
L14
L15
Chainage (m)
364.406
382.457
396.906
406.140
0.000
364.406
382.457
396.906
406.140
425.469
Easting
996283.002
996272.207
996270.496
996271.520
996628.458
996283.002
996272.207
996270.496
996271.520
996278.020
Northing
997544.008
997557.280
997571.628
997580.723
997428.026
997544.008
997557.280
997571.628
997580.723
997598.926
Length (m)
18.05
9.23
364.41
14.45
19.33
Radius (m)
16.00
20.00
PI
996273.406
997547.229
996269.939
997576.296
/ /C2 21 01 13 Reza B. P.G P.G
CLOUDED AREA MODIFIED

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2878-CR-102 LONG SECTION along ROAD

  • 1. PLOT1 PLOT3 PLOT7 PLOT10 PLOT5 PLOT12 PLOT14 PLOT22 PLOT36 PLOT30 PLOT32 PLOT16 PLOT18 PLOT34 PLOT9 PLOT19 PLOT38 PLOT2 PLOT4 PLOT8 PLOT6 PLOT11 PLOT13 PLOT15 PLOT17 PLOT20 PLOT35 PLOT37 PLOT31 PLOT23 PLOT33 BP Ch:0.00 PC Ch:364.41 PT Ch:382.46 PC Ch:396.91 PT Ch:406.14 EP Ch:425.47 L13 L14 L15 C9 C8 Road 2 Road 2 Road 1 Road 4 Road 6 Road 5 Future Access to Site Round About Road1 Road4 Road5 Road6 Round About 303.00 304.00 305.00 306.00 307.00 308.00 309.00 310.00 311.00 312.00 313.00 314.00 315.00 316.00 317.00 318.00 319.00 320.00 321.00 322.00 323.00 324.00 325.00 326.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00 110.00 120.00 130.00 140.00 150.00 160.00 170.00 180.00 190.00 200.00 210.00 220.00 230.00 240.00 250.00 260.00 270.00 280.00 290.00 300.00 310.00 320.00 330.00 340.00 350.00 360.00 370.00 380.00 390.00 400.00 410.00 420.00 425.47 325.919 325.601 325.098 324.436 323.743 323.052 322.273 321.502 320.835 320.258 319.810 319.480 319.181 318.859 317.760 317.502 317.311 317.108 316.953 315.718 314.467 314.357 314.061 312.953 312.337 311.864 311.753 311.179 311.027 311.169 310.645 310.323 309.468 309.710 309.469 308.364 307.979 307.765 307.813 307.379 307.597 308.517 309.248 309.469 324.766 324.841 324.978 324.644 324.150 323.406 322.551 321.696 320.841 319.994 319.265 318.689 318.268 317.988 317.738 317.487 317.135 316.616 315.931 315.144 314.357 313.569 312.801 312.167 311.688 311.362 311.112 310.853 310.746 310.939 310.668 310.294 309.920 309.546 309.172 308.798 308.428 308.225 308.272 308.563 308.913 308.982 309.082 309.137 VCL=19 m K=4.0 VCL=35 m K=6.5 VCL=30 m K=4.0 -7.88%-8.55% -2.50% VCL=39 m K=6.5 VCL=32 m K=6.0 -1.00% 2.50% -3.83% VCL=10m K=1.6 -2.50% -2.80% 2.50%-2.50% -3.74% VCL=10m K=1.6 3.68% VCL=8m K=1.6 -1.21% 1.00% L=364.41m R=16.00 L=18.05 364.41 382.46 L=14.45m R=20.00 L=9.23 396.91 406.14 L=19.33m -1.15 -0.76 -0.12 0.21 0.41 0.35 0.28 0.19 0.01 -0.26 -0.55 -0.79 -0.91 -0.87 -0.02 -0.01 -0.18 -0.49 -1.02 -0.57 -0.11 -0.79 -1.26 -0.79 -0.65 -0.50 -0.64 -0.33 -0.28 -0.23 0.02 -0.03 0.45 -0.16 -0.30 0.43 0.45 0.46 0.46 1.18 1.32 0.47 -0.17 -0.33 PI PI PI PI PI PI PI PI PI PI PI PI PI PI LOW PT Ch: 249.91m LOW PT Elev: 311.365m PVI Ch: 232.44m PVI Elev: 311.80m K=6.50 LVC=34.949m Ch.214.96m 313.18m Ch.249.91m 311.36m LOW PT Ch: 373.12m LOW PT Elev: 308.213m PVI Ch: 373.00m PVI Elev: 307.94m K=4.00 LVC=29.683m Ch.358.15m 308.49m Ch.387.84m 308.48m LOW PT Ch: 126.15m LOW PT Elev: 318.085m PVI Ch: 106.49m PVI Elev: 318.58m K=6.50 LVC=39.322m Ch.86.83m 320.26m Ch.126.15m 318.08m HIGH PT Ch: 30.57m HIGH PT Elev: 324.62m PVI Ch: 40.00m PVI Elev: 324.26m K=4.00 L=18.865m Ch.30.57m 324.62m Ch.49.43m 323.45m HIGH PT Ch: 148.87m HIGH PT Elev: 317.52m PVI Ch: 165.00m PVI Elev: 317.11m K=6.00 L=32.261m Ch.148.87m 317.52m Ch.181.13m 315.84m HIGH PT Ch: 17.97m HIGH PT Elev: 324.99m PVI Ch: 19.00m PVI Elev: 325.07m K=1.55 L=9.817m Ch.14.09m 324.94m Ch.23.91m 324.88m HIGH PT Ch: 289.75m HIGH PT Elev: 310.94m PVI Ch: 290.74m PVI Elev: 311.01m K=1.60 L=9.984m Ch.285.75m 310.89m Ch.295.73m 310.83m HIGH PT Ch: 403.45m HIGH PT Elev: 308.95m PVI Ch: 401.47m PVI Elev: 308.99m K=1.60 L=7.824m Ch.397.56m 308.84m Ch.405.38m 308.94m Cul de Sac LONGSECTION ROAD2 Chainage (m) C/L Ground Levels Centre Line Vertical Curves Horizontal Alignment Cut & Fill Job No Drawing Status Discipline Scale at A1 Drawing No Rev Drawing Title Job Title Client Date By Chkd Appd A1 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H I J K L M N Do not scale Rev CR-102 C22878 1000, 500 FOR CONSTRUCTION Civil ROAD 2 LONG SECTION / /C1 03 12 12 Reza B. P.G P.G ISSUED FOR CONSTRUCTION Road2 Number C8 C9 L13 L14 L15 Chainage (m) 364.406 382.457 396.906 406.140 0.000 364.406 382.457 396.906 406.140 425.469 Easting 996283.002 996272.207 996270.496 996271.520 996628.458 996283.002 996272.207 996270.496 996271.520 996278.020 Northing 997544.008 997557.280 997571.628 997580.723 997428.026 997544.008 997557.280 997571.628 997580.723 997598.926 Length (m) 18.05 9.23 364.41 14.45 19.33 Radius (m) 16.00 20.00 PI 996273.406 997547.229 996269.939 997576.296 / /C2 21 01 13 Reza B. P.G P.G CLOUDED AREA MODIFIED