Page 1
Instrumens TargetReading Level Reading Level
MiddleUpper
MiddleUpper
Bottom Bottom
∏
BM36 1,650
-250
1,575
-25189+700 1,900 1,826
89+725 1,148 1,073
502
∏⌡
89+725 1,342
-152
1,255
-15189+750 1,494 1,406
∏
89+750 1,842
680
1,760
68189+775 1,162 1,079
∏
89+775 2,367
1,000
2,284
1,00089+800 1,367 1,284
∏
89+800 2,520
1,070
2,442
1,06889+825 1,450 1,374
89+850 1,153
1,367
1.o75
1,367
∏
89+850 907
-1,306
853
-1,30789+875 2,213 2,160
∏
89+875 1,028
-135
942
-13789+900 1,163 1,079
∏
89+900 2,505
1,582
2,419
1,58289+925 923 837
∆ H 1 ∆ H 2
Page 2
∏ 89+925 923 1,582 837 1,582
∏
89+925 2,307
502
2,192
67989+950 1,627 1,51389+975 324 1,983 208 1,984 1983.5
ENGINEER
(...............................) (................................)
EMPLOYER
Page 3
Elevasi Target Keterangan
-250.5
647,656
647,406
502 647,154
-151.5 647,003
680.5
0
647,683
1000
0
648,683
1069
0
649,752
1,367
0
651,119
-1306.5
0
649,813
-136
0
649,677
1582
0
651,259
∆ H rata-rata
Page 4
1582 651,259
590.5
0
651,849
CONTRAKTOR
(...............................)
Page 5
Instrumens TargetReading Level Reading Level
MiddleUpper
MiddleUpper
Bottom Bottom
BM-87 0.968 1.03286+700 1.191
-0.2231.256
-0.224 -0.2235
00
86+700 1.015 0.649 0 086+725 2.849
-1.8342.482 0
-1.833 -1.8335
00
86+725 0.212 0.149 0 086+750 2.076
-1.8642.011 0
-1.862 -1.863
00
86+750 0.811 0.762 0 086+775 2.231
-1.422.177 0
-1.415 -1.4175
00
86+775 0.471 0.402 0 086+800 2.444
-1.9732.377 0
-1.975 -1.974
00
86+800 0.182 0.185 0 086+825 3.005
-2.8233.007 0
-2.822 -2.82250
86+825 0.128 0.115 0 086+850 3.777
-3.6493.763 0
-3.648 -3.6485
00
86+850 0.176 0.077 0 086+875 4.804
-4.6284.705 0
-4.628 -4.628
00
86+875 0.104 0.036 0 086+900 3.99
-3.8863.922 0
-3.886 -3.886
00
86+900 0.107 0.062 0 086+925 2.807
-2.72.759 0
-2.697 -2.6985
00
∆ H 1 ∆ H 2 ∆ H rata-rata
Page 6
86+925 0.162 0 0.153 0 086+950 2.348
-2.1862.34 0
-2.187 -2.1865
ENGINEER
(...............................) (................................)
EMPLOYER
Page 7
Elevasi Target Keterangan
684.182
683.95850
683.95850
682.1250
682.1250
680.2620
680.2620
678.84450
678.84450
676.87050
676.87050
674.0480
674.0480
670.39950
670.39950
665.77150
665.77150
661.88550
661.88550
659.1870
Page 8
659.1870
657.0005
CONTRAKTOR
(...............................)
Page 9
Instrumens TargetReading Level Reading Level
MiddleUpper
MiddleUpper
Bottom Bottom
BM-87 0.968 1.03286+700 1.191 -0.223 1.256 -0.224
086+700 1.015 0.64886+725 2.849 -1.834 2.482 -1.834
086+725 0.212 0.14986+750 2.076 -1.864 2.011 -1.862
086+750 0.811 0.76286+775 2.231 -1.42 2.177 -1.415
086+775 0.471 0.40286+800 2.444 -1.973 2.377 -1.975
086+800 0.182 0.18586+825 3.005 -2.823 3.007 -2.822
086+825 0.128 0.11586+850 3.777 -3.649 3.763 -3.648
086+850 0.176 0.07786+875 4.804 -4.628 4.705 -4.628
086+875 0.104 0.03686+900 3.99 -3.886 3.922 -3.886
086+900 0.107 0.06386+925 2.807 -2.7 2.759 -2.696
0
∆ H 1 ∆ H 2
Page 10
86+925 0.162 0.15386+950 2.348 -2.186 2.34 -2.187
ENGINEER
(...............................) (................................)
EMPLOYER
Page 11
∆ H Average ELEVATION KETERANGAN
684.182-0.2235 683.9585
0 00 0
-1.834 682.12450
0 00
0 682.1245
0 00 0
-1.4175 680.7070
0 00 0
-1.974 678.7330
0 00 0
-2.8225 675.91050
0 00 0
-3.6485 672.2620
0 00 0
-4.628 667.6340
0 00 0
-3.886 663.7480
0 00 0
-2.698 661.050
0 0
Page 12
0 0-2.1865 658.8635
CONTRACTOR
(................................)
Page 13
LONG SECTION MEASURMENTName of section:............................................... DATEInstruments :................................ SURVEYOR
InstrumentsReading Level Reading Level
TargetMiddle
UpperMiddle
UpperBottom Bottom
91+975 0.23 0.18192+000 2.925 -2.695 2.877 -2.696
0 092+000 1.355 1.40292+025 0.7 0.655 0.746 0.656
0 092+025 3.181 3.12292+050 0.547 2.634 0.488 2.634
0 092+050 2.827 2.73192+075 0.817 2.01 0.721 2.01
0 092+075 2.413 2.41692+100 0.434 1.979 0.436 1.98
0 092+100 2.751 2.71692+125 0.38 2.371 0.344 2.372
0 092+125 2.281 2.18792+150 0.614 1.667 0.519 1.668
0 092+150 2.087 2.01492+175 0.589 1.498 0.516 1.498
0 092+175 1.341 1.2692=200 0.945 0.396 0.864 0.396
0 0
∆ H 1 ∆ H 2
Page 14
92=200 2.344 2.27292+225 0.35 1.994 0.279 1.993
EMPLOYER ENGINEER
(......................................) (.....................................)
Page 15
LONG SECTION MEASURMENT........................................................
:..............................
Elevation Keterangan
722.998-2.6955 720.3025
000
0.6555 720.9580 00 00 0
2.634 723.5920 00 00 0
2.01 725.6020 00 00 0
1.9795 727.58150 00 00 0
2.3715 729.9530 00 00 0
1.6675 731.62050 00 00 0
1.498 733.11850 00 00 0
0.396 733.51450 00 0
∆ H Averege
Page 16
0 01.9935 735.508
CONTRACTOR
(.......................................)
Page 17
LONG SECTION MEASURMENT
Name of sec :............................................... DATE :......................................................Instruments :................................................ SURVEYO
Instrumens TargetReading Level Reading Level
MiddleUpper
MiddleUpper
Bottom Bottom∆ H 1 ∆ H 2
Page 18
ENGINEER
(...............................) (................................)
EMPLOYER
Page 19
LONG SECTION MEASURMENT
DATE :...................................................... :.......................................................
∆ H Averege Elevasi Target Keterangan
Page 20
CONTRAKTOR
(...............................)
Page 21
LONG SECTION MEASURMENTName of section:............................................... DATEInstruments :................................ SURVEYOR
InstrumentsReading Level Reading Level
TargetMiddle
UpperMiddle
UpperBottom Bottom
∆ H 1 ∆ H 2
Page 22
EMPLOYER ENGINEER
(......................................) (.....................................)
Page 23
LONG SECTION MEASURMENT:...............................................
:.................................
Elevation Keterangan∆ H Averege
Page 24
CONTRACTOR
(.......................................)
Page 27
LONG SECTION MEASURMENT
Name of section : ........................................ DATE :....INSTRUMENTS :....WATER PASS SURVEYO :................................................
Instrumens TargetReading Level Reading Level
MiddleUpper
MiddleUpper
Bottom BottomTK-BJ
∏ 87 0.796 1.01286+675 1.263 -0.467 1.481 -0.469
∏ 86+675 1.573 1.52386+650 1.32 0.253 1.267 0.256
86+650 1.72 1.652∏ 86+625 1.278 0.442 1.212 0.44
86+625 1.315 1.234∏ 86+600 1.953 -0.638 1.871 -0.637
∏ 86+600 0.843 0.77186+575 2.109 -1.266 2.035 -1.264
∏ 86+575 0.719 0.6686+550 2.806 -2.087 2.747 -2.087
SUB TOTALENGINEER
∆ H 1 ∆ H 2
EMPLOYER
Page 28
(............................................) (.........................................)
Page 29
LONG SECTION MEASURMENT
10/24/2015 :................................................
ELEVATION KETERANGAN
684.182-0.468 683.714
00 0
0.2545 683.968500
0 00.441 684.4095
0 00 00 0
-0.6375 683.7720 00 00 0
-1.265 682.5070 00 00 0
-2.087 680.42
CONTRACTOR
∆ H AVEREGE
Page 30
(..........................................)
Page 33
CROSS SECTION MEASURMENT
Name of section :............................................. DATE :.........................................................INSTRUMENTS :............................................. SURVEYO :.........................................................
INSTRUMENTS TARGETReading Level Reading Level
MiddleUpper
MiddleUpper
Bottom Bottom
BM 36 1.65 1.575₸ -0.25 -0.251
89=700 1.9 1.82689+725 1.148 0.502 1.073 0.502
89+725 1.342 1.255₸ -0.152 -0.151
89+750 1.494 1.406
₸ 89+750 1.842 1.760.68 0.681
89+775 1.162 1.07989+775 2.367 2.284
₸ 1 189+800 1.367 1.284
89+800 2.52 2.442₸ 1.07 1.068
89+825 1.45 1.37489+850 1.153 1.367 1.075 1.367
₸ 89+850 0.907 0.853-1.306 -1.307
89+875 2.213 2.1689+875 1.028 0.942
₸ -0.135 -0.13789+900 1.163 1.079
EMPLOYER ENGINEER
∆ H 1 ∆ H 2
Page 34
(.................................) (...................................)
Page 35
CROSS SECTION MEASURMENT
:......................................................... :.........................................................
Elevation Remarks
647.656-0.2505
0 647.40550.502 648.158
0 0000 00 648.158
-0.15150 648.00650 00 648.0065
0.68050 648.687
648.68710 649.687
00 649.687
1.0690 650.756
1.367 651.0540 00
-1.30650 649.74750 0
-0.136649.6115
CONTRACTOR
∆ H Average
Page 36
(......................................)
Page 37
INSTRUMENTS TARGETReading Level Reading Level
MiddleUpper
MiddleUpper
Bottom Bottom
BM 36 1.65 1.575₸ -0.25 -0.251
89=700 1.9 1.82689+725 1.148 0.502 1.073 0.502
89+725 1.342 1.255₸ -0.152 -0.151
89+750 1.494 1.406
₸ 89+750 1.842 1.760.68 0.681
89+775 1.162 1.07989+775 2.367 2.284
₸ 1 189+800 1.367 1.284
-1.15389+800 2.52 2.442
₸ 1.07 1.06889+825 1.45 1.37489+850 1.153 2.52 1.075 1.367
₸ 89+850 0.907 0.853-1.306 -1.307
89+875 2.213 2.1689+875 1.028 0.942
₸ -0.135 -0.13789+900 1.163 1.079
∆ H 1 ∆ H 2
Page 39
Elevation Remarks
-0.25050
0.50200000
-0.1515000
0.68050010
-0.57650
1.0690
1.943500
-1.306500
-0.136 647,656
∆ H Average