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

∏ 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

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

1582 651,259

590.5

0

651,849

CONTRAKTOR

(...............................)

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

86+925 0.162 0 0.153 0 086+950 2.348

-2.1862.34 0

-2.187 -2.1865

ENGINEER

(...............................) (................................)

EMPLOYER

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

659.1870

657.0005

CONTRAKTOR

(...............................)

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

86+925 0.162 0.15386+950 2.348 -2.186 2.34 -2.187

ENGINEER

(...............................) (................................)

EMPLOYER

∆ 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

0 0-2.1865 658.8635

CONTRACTOR

(................................)

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

92=200 2.344 2.27292+225 0.35 1.994 0.279 1.993

EMPLOYER ENGINEER

(......................................) (.....................................)

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

0 01.9935 735.508

CONTRACTOR

(.......................................)

LONG SECTION MEASURMENT

Name of sec :............................................... DATE :......................................................Instruments :................................................ SURVEYO

Instrumens TargetReading Level Reading Level

MiddleUpper

MiddleUpper

Bottom Bottom∆ H 1 ∆ H 2

ENGINEER

(...............................) (................................)

EMPLOYER

LONG SECTION MEASURMENT

DATE :...................................................... :.......................................................

∆ H Averege Elevasi Target Keterangan

CONTRAKTOR

(...............................)

LONG SECTION MEASURMENTName of section:............................................... DATEInstruments :................................ SURVEYOR

InstrumentsReading Level Reading Level

TargetMiddle

UpperMiddle

UpperBottom Bottom

∆ H 1 ∆ H 2

EMPLOYER ENGINEER

(......................................) (.....................................)

LONG SECTION MEASURMENT:...............................................

:.................................

Elevation Keterangan∆ H Averege

CONTRACTOR

(.......................................)

i

EMPLOYER

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

(............................................) (.........................................)

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

(..........................................)

EMPLOYER

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

(.................................) (...................................)

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

(......................................)

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

Elevation Remarks

-0.25050

0.50200000

-0.1515000

0.68050010

-0.57650

1.0690

1.943500

-1.306500

-0.136 647,656

∆ H Average