Determination Of The Zero Point Of Building Construction In Area C Of Kadiri University With Polygon Mapping

Wiwit Mely Yanti Jannah, Zendy Bima Mahardana, Rama Putra Nugraha, Onie Wardani, Miya Setiyo Asih, Dwi Irin Mariana, Dodi Setiawan

Abstract


Area C of Kadiri University is an empty land located west of the campus area. The land is planned to construct buildings C, D, and E as a projected study area. In carrying out infrastructure development, it is necessary to have a mapping framework to coordinate building plans. Determining the zero point of action requires a land survey to determine the strategic position and the need for excavation or fill. The method used is a closed polygon with vertical and horizontal theodolite shooting tools. The results of the field details showed several projections of the building plan column from survey data on the location of the P1 device with coordinates 31900'43" elevation 123.93 MASL to the northern azimuth value, location P2 with coordinates 291035'48" elevation 125.07 MASL to azimuth P1, location P3 with coordinates 302023'58" elevation 124.179 MASL to azimuth P2,  location P4 with coordinates 29040'50" elevation 123.96 MASL to azimuth P3 and location P5 at coordinates 193056'47" elevation 124.48 MASL to azimuth P4. The land measurement survey data can be projected as a reference image of development and a determinant of zero point (beginning) in acting.


Keywords


Coordinates, Elevation, Land Surveying, Polygon, Theodolite.

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References


S. Setiawan, “perkembangan Infrastruktur Komunikasi Global,” 17 Oktober 2018, 2018.

M. R. Putra and N. A. Affandy, “Perbandingan Estimasi Anggaran Biaya Dengan Metode Sni Dan Bow,” J. CIVILA, vol. 2, no. 1, pp. 25–32, 2017, doi: 10.30736/cvl.v2i1.41.

T. K. Sendow and J. Longdong, “Studi pemetaan peta kota,” Media Eng., vol. 2, no. 1, pp. 35–46, 2012.

Y. C. S. Poernomo, S. Winarto, Z. B. Mahardana, D. A. Karisma, and R. Ajiono, “The Limestone as a Materials Combination of Base Course on the Road Pavement,” IOP Conf. Ser. Mater. Sci. Eng., vol. 1125, no. 1, p. 012019, 2021, doi: 10.1088/1757-899x/1125/1/012019.

P. Studi, I. Falak, U. Islam, and N. Walisongo, “Uji akurasi i-zun dial dalam penentuan titik koordinat suatu tempat,” 2016.

R. S. Abhi Krishna and S. Ashok, “Automated land area estimation for surveying applications,” 2020 Int. Conf. Emerg. Technol. INCET 2020, pp. 1–5, 2020, doi: 10.1109/INCET49848.2020.9154042.

T. Natsir, B. Rauf, and K. Leontino, “Analisis Relevansi Materi Praktik Ilmu Ukur Tanah Jurusan PTSP FT UNM pada Berbagai Pekerjaan Ketekniksipilan,” Jur. Pendidik. Tek. Sipil dan Perencanaan, Univ. Negeri Makassar, pp. 1–11, 2021.

N. Sumarna and T. Gustawan, “Pengukuran Jaring Kontrol Horizontal Pada Proyek Pembangunan Bendungan Cipanas,” Semin. Teknol. Majalengka 4.0, pp. 197–209, 2019, [Online]. Available: https://jurnal.unma.ac.id/index.php/ST ISSN.

P. Topografi, D. Metode, P. T. Sinergy, and N. Hijau, “POLIGON TERTUTUP MENGGUNAKAN PROGRAM SURFER 15 DI AREAL OPERASI PRODUKSI,” vol. 1, no. 2, 2022.

Akrim, M. Hidayat, and A. J. R. Butar-Butar, “Panduan Penggunaan Theodolit,” Angew. Chemie Int. Ed. 6(11), 951–952., vol. 16, no. 1, pp. 7–24, 2012.

S. BASUKI, Ilmu Ukur Tanah 1. 2019.

A. Syaripudin, “Pengantar Survey Dan Pengukuran,” Pengantar Surv. Dan Pengukuran, p. 203, 2014, [Online]. Available: BSE.Mahoni.com.

B. D. Damara, “Perlindungan Hukum Bagi Pemegang Hak Atas Tanah Dalam Hal Terdapat Sertipikat Ganda,” Diponegoro Law Rev., vol. 1, no. 4, 2012.

D. Anisimov, D. Panozzo, and K. Hormann, “Blended barycentric coordinates,” Comput. Aided Geom. Des., vol. 52–53, pp. 205–216, 2017, doi: 10.1016/j.cagd.2017.02.007.

A. Suhendra, “Studi Perbandingan Hasil Pengukuran Alat Teodolit Digital dan Manual: Studi Kasus Pemetaan Situasi Kampus Kijang,” ComTech Comput. Math. Eng. Appl., vol. 2, no. 2, p. 1013, 2011, doi: 10.21512/comtech.v2i2.2851.

D. Ding, Z. Pan, D. Cuiuri, and H. Li, “A tool-path generation strategy for wire and arc additive manufacturing,” Int. J. Adv. Manuf. Technol., vol. 73, no. 1–4, pp. 173–183, 2014, doi: 10.1007/s00170-014-5808-5.

E. Dhamayanti, K. Alkatiri, G. Warman, Y. Rizky, and D. P. E. Putra, “‘ Techno - Kompas ’ Teknologi Kompas Geologi Digital Dan Klinometer Serba Bisa Untuk Akuisisi Data Pengukuran Strike- Aplikasi Techno-Kompas,” Semin. Nas. Kebumian Ke-8 Univ. Gadjah Mada, pp. 1–8, 2015, [Online]. Available: https://repository.ugm.ac.id/135412/.

B. Krisdianto, R. Tistro, and A. Putrawirawan, “Pengukuran dan pemetaan perumahan pegawai Politeknik Negeri Samarinda di Kawasan Bukit Pinang Bahari Samarinda,” J. Inersia, vol. 9, no. 2, pp. 20–29, 2017.

- Rinaldy and R. T. Hidayat, “Pemetaan Eksterior Gedung 3 Dimensi (3D) Menggunakan Electronic Total Station (ETS),” Reka Geomatika, vol. 2016, no. 1, pp. 34–41, 2018, doi: 10.26760/jrg.v2016i1.1836.

W. Zhang and L. Zhou, “Topology optimization of self-supporting structures with polygon features for additive manufacturing,” Comput. Methods Appl. Mech. Eng., vol. 334, pp. 56–78, Jun. 2018, doi: 10.1016/j.cma.2018.01.037.

K. Saputra, N. Nazaruddin, D. H. Yunardi, and R. Andriyani, “Implementation of haversine formula on location based mobile application in syiah kuala university,” Proc. Cybern. 2019 - 2019 IEEE Int. Conf. Cybern. Comput. Intell. Towar. a Smart Human-Centered Cyber World, pp. 40–45, 2019, doi: 10.1109/CYBERNETICSCOM.2019.8875686.

H. Guo et al., “A quadtree-polygon-based scaled boundary finite element method for image-based mesoscale fracture modelling in concrete,” Eng. Fract. Mech., vol. 211, no. February, pp. 420–441, 2019, doi: 10.1016/j.engfracmech.2019.02.021.

D. M. Cahya and A. Kurniawan, “Analisis Perbandingan Nilai Koordinat Wall Station Sebagai Titik Kontrol Posisi Tambang Bawah Tanah dengan Pengamatan Poligon Tertutup dan Pengikatan Ke belakang (Studi Kasus: Tujuh Bukit Underground Project, PT. Bumi Suksesindo),” Geod. geomatics, vol. 16, no. 1, pp. 57–67, 2020.

A. Syaifullah, “Ilmu Ukur Tanah I,” Modul Ukur Tanah, vol. 2, pp. 1–157, 2014.

A. S. Mulyani, “Laporan Akhir Penelitian Ellips Kesalahan Untuk Analisis Ketelitian Koordinat Poligon Program Studi Teknik Sipil Fakultas Teknik Universitas Kristen Indonesia Jakarta 2021,” 2021.

M. L. Murtadlo and Y. Yuwono, “Studi Perbandingan Ketelitian Nilai Azimut Melalui Pengamatan Matahari dan Global Positioning System (GPS) Terhadap Titik BM Referensi (Studi Kasus: Kampus ITS Sukolilo),” J. Tek. ITS, vol. 6, no. 1, pp. 1–73, 2017, doi: 10.12962/j23373539.v6i1.21377.

M. J. Andries, “Kajian Awal Penyusunan Algoritma Perhitungan Luas Tanah dan Faktor Koreksi dengan Metode Poligon Terbuka dan Tertutup,” pp. 47–64, 2016.

U. Utami, D. Nurhayati, F. A. Dina, and E. Yulistia F., “Pengolahan Lahan Berkontur Pada Kawasan Ekowisata, Cijaringao, Bandung,” J. Arsit. TERRACOTTA, vol. 1, no. 3, pp. 180–190, 2020, doi: 10.26760/terracotta.v1i3.4105.

L. Widyokusumo, “Fungsi Garis pada Desain dan Sketsa,” Humaniora, vol. 4, no. 1, p. 339, 2013, doi: 10.21512/humaniora.v4i1.3444.

A. R. Lama, silvester sari Sai, and A. Yuliananda, “Analisis Ketelitian Perhitungan Volume Galian Gridding dan Tanpa Gridding Pada Pekerjaan Bendungan,” Progr. Stud. Tek. Geod. Fak. Tek. Inst. Teknol. Nas. Malang, pp. 1–8, 2019.




DOI: https://doi.org/10.30736/cvl.v7i1.771

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