Form Pengukuran Situasi Dengan : WATERPASSLokasi : PURBASARIPekerjaan : IrigasiPanjang Pengukuran : 1000 meterOleh : Samsu(bung leo), Anton(Pepenk), baim_itm

Keterangan : ID X1. Koordinat X,Y,Z mempunyai dalam unit meter 12. Semua ukuran jarak dimasukkan dalam unit meter 23. Ukuran sudut adalah sudut kanan (Right Angle) 3

4Elevasi Dari Muka Laut : 273.035Pengolahan Data Ukur Waterpass

1. Mecari beda tinggi

2. Elevasi

Pengolahan Data Ukur Waterpass tidaklah serupa seperti pengolahan data ukur Theodolite. Data ukur Waterpass lebih cenderung

∆H      = BTB – BTM∆H      = Beda TinggiBTB    = Bacaan Benang Tengah BelakangBTM   = Bacaan Benang Tengah Muka

Z        = Zp + ∆HZ        = ElevasiZp      = Elevasi Pengikat∆H     = Beda Tinggi

Y Z DESCPengolahan Data Ukur Waterpass tidaklah serupa seperti pengolahan data ukur Theodolite. Data ukur Waterpass lebih cenderung

Sta Jarak (m)

100 ### 0.00 #REF! #REF! 0 0125 ### 25.00 #NAME? #NAME? #REF! #REF!150 ### 25.00 #NAME? #NAME? #NAME? #NAME?

Nama Sheet

Area-Cut (m2)

Area-Fill (m2)

Volume-Cut (m2)

Volume-Fill (m2)

STA Elevasi DesignCenterline STA 0+000.00 273.035

Template Design Kiri Kanan CUT FILLJarak-1 (offset dari CL) -1.66 7.00 STA 0+000.00

Grade(%)-1 -2.0% -2.0% STA 0+000.00 #NAME? #NAME?Elevasi-1 273.00 272.89 VOL (M3)

cut/fill slope (V:H) 1: 1.0 1: 1.0 TOTAL VOL (M3) 0.00 0.00Catch Point Offset #NAME? #NAME?

Catch Point Elevasi #NAME? #NAME?

-15 -13 -11 -9 -7 -5 -3 -1 1 3 5 7 9 11 13 15+6.00

+56.00

+106.00

+156.00

+206.00

+256.00

+306.00

2 3 4STA 0+000.00#NAME?#NAME?

+273

.00

+273

.04

+272

.89

Exis

tingO

ffset

Exis

tingE

leva

si

Des

ignO

ffset

Des

ignE

leva

si

nExisting: [51] #m2 nDesign: [3] 1 -47.06 10.95 ### #NAME?m2 #NAME? #NAME? 2 -43.554 10.92 -1.66 273.00m3 offsetMin: -47.06 -48 3 -40.089 10.92 0.00 273.04m3 offsetMan: 54.62 55 4 -35.715 10.81 7.00 272.89

ElevasiMin: 8.71 7 5 -31.507 11.01 ### #NAME?ElevasiMax: 13.46 14 6 -27.469 10.78

Datum: 6 7 -22.719 10.878 -18.333 10.939 -13.466 11.04

10 -8.156 10.9111 -5.088 11.1412 -3.582 11.0713 -3.214 10.9814 -2.997 10.8715 -2.697 10.5816 -2.186 9.97917 -2.089 9.3418 -1.172 8.72719 -0.449 8.70620 0 8.86721 0.333 8.99622 0.883 9.18123 1.804 9.34624 1.999 9.95125 2.897 10.5226 3.495 10.8827 4.007 11.0828 4.267 10.9929 5.09 11.1330 6.177 11.2731 7.136 11.4932 8.138 11.7733 9.531 12.0734 11.314 12.135 12.891 12.2536 14.385 12.4737 15.679 12.6138 17.315 12.7839 18.309 12.9140 18.773 13.0541 19.337 13.0442 19.535 12.9243 20.776 12.9244 23.41 12.94

-15 -13 -11 -9 -7 -5 -3 -1 1 3 5 7 9 11 13 15+6.00

+56.00

+106.00

+156.00

+206.00

+256.00

+306.00

2 3 4STA 0+000.00#NAME?#NAME?

+273

.00

+273

.04

+272

.89

45 25.907 13.0446 31.736 13.1647 36.157 13.2348 40.613 13.3249 45.258 13.3450 49.875 13.4651 54.616 13.27

7.007.007.007.007.00

STA Elevasi DesignCenterline STA 0+125.00 9

Template Design Kiri Kanan CUT FILLJarak-1 (offset dari CL) -4.00 4.00

Grade(%)-1 0.0% 0.0% STA 0+125.00 #NAME? #NAME?Elevasi-1 9.00 9.00 VOL (M3)

cut/fill slope (V:H) 1: 1.0 1: 1.0 TOTAL VOL (M3) 0.00 0.00Catch Point Offset #NAME? #NAME?

Catch Point Elevasi #NAME? #NAME?

-15 -13 -11 -9 -7 -5 -3 -1 1 3 5 7 9 11 13 15+6.00

+7.00

+8.00

+9.00

+10.00

+11.00

+12.00

+13.00

+14.00

+15.002 3 4

STA 0+125.00#NAME?#NAME?+9

.00

+9.0

0

+9.0

0

Exis

tingO

ffset

Exis

tingE

leva

si

Des

ignO

ffset

Des

ignE

leva

si

nExisting: [51] #m2 nDesign: [3] 1 -47.37 10.60 ### ### 8.00m2 #NAME? #NAME? 2 -42.565 10.48 -4.00 9.00 8.00m3 offsetMin: -47.37 -48 3 -38.295 10.43 0.00 9.00 8.00m3 offsetMan: 53.20 54 4 -33.757 10.47 4.00 9.00 8.00

ElevasiMin: 9.61 8 5 -29.505 10.36 ### ### 8.00ElevasiMax: 13.07 14 6 -24.453 10.43

Datum: 7 7 -19.457 10.758 -14.783 10.979 -10.149 11.09

10 -6.605 10.9911 -4.604 10.9912 -3.69 10.713 -2.658 10.514 -2.049 9.98115 -1.42 9.90216 -1.372 9.71617 -0.914 9.66518 -0.457 9.64619 0 9.61220 0.389 9.64221 0.995 9.61722 1.262 9.68323 1.491 9.90524 1.625 9.94325 2.023 10.4426 2.666 10.5927 2.763 10.5728 2.856 10.6829 3.534 10.6630 5.386 10.5531 6.558 10.432 7.315 10.6833 9.065 10.8534 10.677 10.6335 14.534 11.0836 19.29 11.2837 22.303 11.5538 25.987 11.4839 30.485 11.7140 32.816 11.641 35.452 11.6942 37.436 11.7543 39.113 12.0944 41.891 12.18

-15 -13 -11 -9 -7 -5 -3 -1 1 3 5 7 9 11 13 15+6.00

+7.00

+8.00

+9.00

+10.00

+11.00

+12.00

+13.00

+14.00

+15.00

2 3 4

STA 0+125.00#NAME?#NAME?

+9.0

0

+9.0

0

+9.0

0

45 44.329 12.3546 47.451 12.3147 49.189 12.5548 50.59 12.4549 51.024 12.5250 51.965 12.6551 53.204 13.07

STA Elevasi DesignCenterline STA 0+150.00 8.5

Template Design Kiri Kanan CUT FILLJarak-1 (offset dari CL) -4.00 4.00

Grade(%)-1 0.0% 0.0% STA 0+150.00 #NAME? #NAME?Elevasi-1 8.50 8.50 VOL (M3)

cut/fill slope (V:H) 1: 1.0 1: 1.0 TOTAL VOL (M3) 0.00 0.00Catch Point Offset #NAME? #NAME?

Catch Point Elevasi #NAME? #NAME?

-15 -13 -11 -9 -7 -5 -3 -1 1 3 5 7 9 11 13 15+6.00

+7.00

+8.00

+9.00

+10.00

+11.00

+12.00

+13.002 3 4

STA 0+150.00#NAME?#NAME?+8

.50

+8.5

0

+8.5

0

Exis

tingO

ffset

Exis

tingE

leva

si

Des

ignO

ffset

Des

ignE

leva

si

nExisting: [28] #m2 nDesign: [3] 1 -23.72 10.72 ### ### 8.00m2 #NAME? #NAME? 2 -20.047 10.9 -4.00 8.50 8.00m3 offsetMin: -23.72 -24 3 -15.553 10.92 0.00 8.50 8.00m3 offsetMan: 31.59 32 4 -10.693 11.01 4.00 8.50 8.00

ElevasiMin: 9.07 8 5 -6.112 10.78 ### ### 8.00ElevasiMax: 11.10 12 6 -4.739 10.72

Datum: 7 7 -4.346 10.738 -3.15 10.949 -2.137 10.77

10 -1.772 10.2511 -1.248 9.89512 -1.183 9.19213 -0.854 9.13714 0 9.21215 0.938 9.06916 1.764 9.59317 2.017 9.89318 2.406 9.95819 3.1 10.1520 4.209 10.2421 4.912 10.5622 6.295 10.8123 9.232 10.8624 14.448 10.9525 19.059 11.0226 23.666 10.9827 27.995 11.128 31.593 11

-15 -13 -11 -9 -7 -5 -3 -1 1 3 5 7 9 11 13 15+6.00

+7.00

+8.00

+9.00

+10.00

+11.00

+12.00

+13.00

2 3 4

STA 0+150.00#NAME?#NAME?

+8.5

0

+8.5

0

+8.5

0

PROYEPAKETLOKASIKM/ST

STA KODE LEBAR/m KET

wp

No lembar :

CROSS SECTION/RUN

LEVELINGTARGE

T

BACAAN

BELAKANG

BECAAN

DEPAN

BEDA TINGGI

ELEVASI

wp Jumlah Lembar :

PURBASARI - Irigasi - 1000 meterSTA KODE BENANG BELAKANG BEDA ELEVASI KET AUTODESK LDD ELEVASI

BELAKANG MUKA TINGGI X Y Z

1.405

0+000AL 1.162 0.243 273.278 273.278CL 3.495 2.090 270.945 270.945AR 1.185 0.220 273.255 273.255

0+050AL 0.050 1.355 274.390 274.390CL 3.760 2.355 270.680 270.680AR 0.260 1.145 274.180 274.180

0+075AL 1.162 0.243 273.278 273.278CL 3.495 2.090 270.945 270.945AR 1.185 0.220 273.255 273.255

0+100AL 1.180 0.225 273.260 273.260CL 5.150 5.100 0.050 273.085 273.085AR 2.180 2.970 276.005 276.005

0+125AL 1.162 3.988 277.023 277.023CL 3.495 1.655 274.690 274.690AR 1.185 3.965 277.000 277.000

0+150AL 0.820 4.330 277.365 277.365CL 4.970 0.180 273.215 273.215AR 0.060 5.090 278.125 278.125

0+175AL 0.050 5.100 278.135 278.135CL 3.760 1.390 274.425 274.425AR 0.260 4.890 277.925 277.925

0+200AL 0.550 4.600 277.635 277.635CL 4.650 0.500 273.535 273.535AR 0.420 4.730 277.765 277.765

0+225AL 1.162 3.988 277.023 277.023CL 3.495 1.655 274.690 274.690AR 1.185 3.965 277.000 277.000

0+250AL 0.910 4.240 277.275 277.275CL 5.190 5.480 0.290 272.745 272.745AR 0.800 4.390 277.425 277.425

0+275AL 1.162 4.028 277.063 277.063CL 3.495 1.695 274.730 274.730AR 1.185 4.005 277.040 277.040

0+300AL 1.080 4.110 277.145 277.145CL 5.620 0.430 272.605 272.605AR 0.050 5.140 278.175 278.175

0+325AL 1.162 4.028 277.063 277.063CL 3.495 1.695 274.730 274.730AR 1.185 4.005 277.040 277.040

0+350AL 1.080 4.110 277.145 277.145CL 5.550 0.360 272.675 272.675AR 1.100 4.090 277.125 277.125

0+375AL 1.162 4.028 277.063 277.063CL 3.495 1.695 274.730 274.730AR 1.185 4.005 277.040 277.040

0+400AL 1.175 4.015 277.050 277.050CL 5.750 5.180 0.570 273.605 273.605AR 0.850 4.900 277.935 277.935

0+425AL 1.162 4.588 277.623 277.623CL 3.495 2.255 275.290 275.290AR 1.185 4.565 277.600 277.600

0+450AL 0.870 4.880 277.915 277.915CL 4.880 0.870 273.905 273.905AR 0.650 5.100 278.135 278.135

0+475AL 0.050 5.700 278.735 278.735CL 3.760 1.990 275.025 275.025AR 0.260 5.490 278.525 278.525

0+500AL 0.260 5.490 278.525 278.525CL 4.710 1.040 274.075 274.075AR 0.920 4.830 277.865 277.865

0+525AL 1.162 4.588 277.623 277.623CL 3.495 2.255 275.290 275.290

0+525AR 1.185 4.565 277.600 277.600

0+550AL 1.100 4.650 277.685 277.685CL 6.300 6.620 0.320 272.715 272.715AR 1.820 4.480 277.515 277.515

0+575AL 1.790 4.510 277.545 277.545CL 6.430 0.130 272.905 272.905AR 1.630 4.670 277.705 277.705

0+600AL 1.162 5.138 278.173 278.173CL 3.495 2.805 275.840 275.840AR 1.185 5.115 278.150 278.150

0+625AL 1.162 5.138 278.173 278.173CL 3.495 2.805 275.840 275.840AR 1.185 5.115 278.150 278.150

0+650AL 0.100 6.200 279.235 279.235CL 7.700 6.810 0.890 273.925 273.925AR 0.430 7.270 280.305 280.305

0+675AL 1.162 6.538 279.573 279.573CL 3.495 4.205 277.240 277.240AR 1.185 6.515 279.550 279.550

0+700AL 2.250 5.450 278.485 278.485CL 5.860 5.700 0.160 273.195 273.195AR 2.230 3.630 276.665 276.665

0+725AL 0.850 5.010 278.045 278.045CL 4.920 0.940 273.975 273.975AR 1.920 3.940 276.975 276.975

0+750AL 1.560 4.300 277.335 277.335CL 7.000 6.500 0.500 273.535 273.535AR 2.060 4.940 277.975 277.975

0+775AL 1.162 5.838 278.873 278.873CL 3.495 3.505 276.540 276.540AR 1.185 5.815 278.850 278.850

0+800AL 1.960 5.040 278.075 278.075CL 6.020 0.980 274.015 274.015AR 1.960 5.040 278.075 278.075

0+825AL 0.050 6.950 279.985 279.985CL 3.760 3.240 276.275 276.275AR 0.260 6.740 279.775 279.775

0+850AL 0.705 6.295 279.330 279.330CL 4.140 2.820 1.320 274.355 274.355AR 0.710 3.430 276.465 276.465

0+875AL 1.162 2.978 276.013 276.013CL 3.495 0.645 273.680 273.680AR 1.185 2.955 275.990 275.990

0+900AL 1.220 2.920 275.955 275.955CL 3.220 0.920 273.955 273.955AR 1.440 2.700 275.735 275.735

0+925AL 1.162 2.978 276.013 276.013CL 3.495 0.645 273.680 273.680AR 1.185 2.955 275.990 275.990

0+950AL 1.420 2.720 275.755 275.755CL 3.560 0.580 273.615 273.615AR 1.370 2.770 275.805 275.805

0+975AL 0.050 4.090 277.125 277.125CL 3.760 0.380 273.415 273.415AR 0.260 3.880 276.915 276.915

1+000AL 1.860 2.280 275.315 275.315CL 3.500 0.640 273.675 273.675AR 1.960 2.180 275.215 275.215

1+025AL 1.162 2.978 276.013 276.013CL 3.495 0.645 273.680 273.680AR 1.185 2.955 275.990 275.990

1+050AL 0.120 4.020 277.055 277.055CL 1.410 1.750 0.340 272.695 272.695

1+050AR 0.170 1.240 274.275 274.275

1+075AL 0.050 1.360 274.395 274.395CL 3.760 2.350 270.685 270.685AR 0.260 1.150 274.185 274.185

1+100AL 0.490 0.920 273.955 273.955CL 2.045 0.635 272.400 272.400AR 0.565 0.845 273.880 273.880

1+125AL 1.162 0.248 273.283 273.283CL 3.495 2.085 270.950 270.950AR 1.185 0.225 273.260 273.260

1+150AL 0.860 0.550 273.585 273.585CL 2.790 1.380 271.655 271.655AR 1.020 0.390 273.425 273.425

1+175AL 1.162 0.248 273.283 273.283CL 3.495 2.085 270.950 270.950AR 1.185 0.225 273.260 273.260

1+200AL 1.540 0.130 272.905 272.905CL 4.230 2.820 270.215 270.215AR 1.310 0.100 273.135 273.135

1+222AL 1.830 0.420 272.615 272.615CL 4.530 3.120 269.915 269.915AR 1.780 0.370 272.665 272.665