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Koordinat GALIAN 0+200

1) The document discusses the calculation of area for a retaining wall located between stations 110+250 - 118+700 of the Ngawi-Kertosono section of the Solo-Ngawi-Kertosono toll road project package 2. 2) It provides the coordinate points and elevations for 10 points that define the retaining wall, and calculates the cross-sectional area at each point. 3) The total calculated area of the retaining wall is 3.059 square meters. Approval of the plan is given by the consultant and contractor.

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21 views3 pages

Koordinat GALIAN 0+200

1) The document discusses the calculation of area for a retaining wall located between stations 110+250 - 118+700 of the Ngawi-Kertosono section of the Solo-Ngawi-Kertosono toll road project package 2. 2) It provides the coordinate points and elevations for 10 points that define the retaining wall, and calculates the cross-sectional area at each point. 3) The total calculated area of the retaining wall is 3.059 square meters. Approval of the plan is given by the consultant and contractor.

Uploaded by

Jasa pengukuran Pemetaan
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as XLS, PDF, TXT or read online on Scribd
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PEMBANGUNAN JALAN TOL SOLO-NGAWI-KERTOSONO RUAS : NGAWI - KERTOSONO

PAKET 2 : STA .110 +250 - STA.118+700


PERHITUNGAN LUAS AREA
BAB 4 PEKERJAAN TANAH RB WILANGAN
4.05.(1) GALIAN RETAINING WALL
Gambar Sket : STA. 0+200

94.000
5; 93.363
9; 92.972 8; 92.960 7; 92.820 6; 92.830
93.000

3; 91.730 4; 91.730 92.000


10;
1; 91.480
91.480 2; 91.480

91.000

90.000
-16.000 -15.500 -15.000 -14.500 -14.000 -13.500 -13.000 -12.500

Rencana Timbunan
No. Nilai Titik Koordinat Luas Penampang (m2) Keterangan
X (Jarak) Y (Elevasi) Xn * (Yn+1) Yn * (Xn+1) (Xn-Yn)/2

1 -15.526 91.480 - - -
2 -15.214 91.480 (1,420.318) (1,391.777) (14.270)
3 -14.964 91.730 (1,395.580) (1,368.907) (13.337)
4 -12.976 91.730 (1,372.648) (1,190.288) (91.180)
5 -12.976 93.363 (1,211.478) (1,190.288) (10.595)
6 -13.200 92.830 (1,204.562) (1,232.392) 13.915
7 -14.700 92.820 (1,225.224) (1,364.601) 69.689
8 -14.900 92.960 (1,366.512) (1,383.018) 8.253
9 -15.519 92.972 (1,385.283) (1,442.646) 28.682
10 -15.526 91.480 (1,419.678) (1,443.483) 11.902

Total Luas / Ʃ (m2) 3.059

Disetujui ; Diperiksa Disiapkan / diajukan


Konsultan Pengawas Kontraktor
PT. NGAWI KERTOSONO JAYA PT. BUANA ARCHICON PT . ADHI KARYA (Persero) Tbk.
at point X= -15.5259 Y= 1.4796 Z= 0
at point X= -15.2141 Y= 1.48 Z= 0
at point X= -14.9641 Y= 1.73 Z= 0
at point X= -12.9759 Y= 1.73 Z= 0
at point X= -12.9759 Y= 3.3627 Z= 0
at point X= -13.2 Y= 2.83 Z= 0
at point X= -14.7 Y= 2.82 Z= 0
at point X= -14.9 Y= 2.96 Z= 0
at point X= -15.5192 Y= 2.972 Z= 0
at point X= -15.5259 Y= 1.48 Z= 0
90
-15.526 91.48
-15.214 91.48
-14.964 91.73
-12.976 91.73
-12.976 93.363
-13.2 92.83
-14.7 92.82
-14.9 92.96
-15.519 92.972
-15.526 91.48

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