DMC 2010-13 Survey Activities OBRA, JOHN GABRIEL PDF

OBRA, JOHN GABRIEL C. DMC 2010-13 1. Shall be fixed in a position on the surface of the earth by monuments of permanent nature. a. Subdivision Surveys b. Control Surveys c. Topographic Surveys d. Consolidation Surveys 2. The calibration/testing and registr...

OBRA, JOHN GABRIEL C. DMC 2010-13 1. Shall be fixed in a position on the surface of the earth by monuments of permanent nature. a. Subdivision Surveys b. Control Surveys c. Topographic Surveys d. Consolidation Surveys 2. The calibration/testing and registration of the instrument prior to their use shall be in accordance with Section _____, DAO No. 2007-29. a. 22 b. 24 c. 16 d. 9 3. Survey Order as defined in Section 15 of DAO No. 2007-29 shall be issued by the _____ Administrator. a. NAMRIA b. DENR c. LRA d. MGB 4. Field Operations - for reconnaissance, _____ setting, observations, and other related activities. a. Control Point b. Monument c. Boundary d. Road 5. The project area selected shall be based on the recommendation of the _____ concerned. a. Municipal Executive Director b. Deputy Executive Director c. National Executive Director d. Regional Executive DIrector 6. _____:The proposed leveling measurement activities shall be included if NAMRIA has no available data for the area. a. Sketch Plan b. Survey Plan c. Technical Plan  d. Financial Plan 7. In the Network Design, the following shall be considered: Number of GNSS receivers. More than _____ receivers are sufficient for the purpose. a. 4 b. 3 c. 5 d. 2 8. All Geodectic Control Surveys shall be conducted in the ____ using survey grade GNSS receivers. a. Philippine Geoid Model b. Philippine Reference System 1992 c. Luzon Datum 1911 d. World Geodetic System 1984 9. A copy of the contract with the _____ shall be transmitted to the contractor and shall signal the start of survey activities. The date when the contractor received the said documents shall serve as the official date of commencement of the project. a. Notice to Survey b. Permission to Operate c. Letter of Award d. Notice to Proceed 10. As per Sections _____ and _____, DAO No 2007-29, the control surveys are defined and classified into geodetic and project control surveys. a. 4, 28 b. 1, 30 c. 3, 28 d. 3, 20 11. Dimension of Survey Control Monuments: What is the bottom cross-section of the first order of accuracy? a. 35 x 35 b. 40 x 40 c. 25 x 25 d. 20 x 20 12. Dimension of Survey Control Monuments: What is the bottom cross-section of the second order of accuracy? a. 35 x 35 b. 40 x 40 c. 25 x 25 d. 20 x 20 13. Dimension of Survey Control Monuments: What is the bottom cross-section of the third order of accuracy? a. 35 x 35 b. 40 x 40 c. 25 x 25 d. 20 x 20 14. Dimension of Survey Control Monuments: What is the bottom cross-section of the fourth order of accuracy? a. 35 x 35 b. 40 x 40 c. 25 x 25 d. 20 x 20 15. Dimension of Survey Control Monuments: What is the top cross-section of the first order of accuracy? a. 35 x 35 b. 40 x 40 c. 25 x 25 d. 30 X 30 16. Dimension of Survey Control Monuments: What is the top cross-section of the second order of accuracy? a. 35 x 35 b. 40 x 40 c. 25 x 25 d. 30 X 30 17. Dimension of Survey Control Monuments: What is the top cross-section of the third order of accuracy? a. 35 x 35 b. 40 x 40 c. 25 x 25 d. 20 x 20 18. Dimension of Survey Control Monuments: What is the top cross-section of the fourth order of accuracy? a. 35 x 35 b. 40 x 40 c. 25 x 25 d. 20 x 20 19. Length of First Order Accuracy Survey Control Monument a. 100 cm  b. 120 cm c. 80 cm d. 60 cm 20. Length of Second Order Accuracy Survey Control Monument a. 100 cm b. 120 cm c. 80 cm d. 60 cm 21. Length of Third Order Accuracy Survey Control Monument a. 100 cm b. 120 cm c. 80 cm d. 60 cm 22. Length of Fourth Order Accuracy Survey Control Monument a. 100 cm b. 120 cm c. 80 cm d. 60 cm 23. Above Ground Measurement of First Order Accuracy Survey Monument a. 40 cm b. 60 cm c. 20 cm d. 100 cm 24. Above Ground Measurement of Second Order Accuracy Survey Monument a. 40 cm b. 60 cm c. 20 cm d. 100 cm 25. Above Ground Measurement of Third Order Accuracy Survey Monument a. 40 cm b. 60 cm c. 20 cm d. 100 cm DAO 2007-29 1. Properties owned by the State but are not intended for public use, public services, or for the development of national wealth. a. Private Land b. Patrimonial Property c. Public Land d. Government Property 2. Concrete object that is set permanently in the ground to mark the position of a point or a boundary corner. a. Monument b. Metes and Bounds c. Muniments of Title d. Reference Point 3. A map made as a result of Cadastral Survey, drawn to appropriate scale and showing all land parcels and important natural and man-made features within a municipality/project, for purposes of describing and recording ownership. a. Projection Map b. Cadastral Map c. Cadastre d. Monument 4. Map where all lots subject for verification and approval are plotted to determine cases of overlaps with previously approved plans. a. Projection Map b. Cadastral Map c. Cadastre d. Monument 5. A two-dimensional map showing the metes and bounds of a surveyed parcel or parcels of land and other pertinent information. a. Survey Return b. Cadastre c. Isolated Surveys d. Survey Plan 6. The survey conducted to determine the horizontal and vertical position of points which will form part of a geodetic network or project controls over an area. a. Projection Map b. Cadastral Map c. Monument d. Control Surveys 7. A number exclusively assigned to a land parcel in reference to its physical spatial position on Land Information Map (UPI = LIM Number + Parcel Number) a. Unique Parcel Identifier (UPI) b. Parcel Information Sheets (PIS) c. Numerical Cadastre d. Graphical Cadastre 8. A cadastral survey wherein the bearings and distances of the individual lots are determined using transit and stadia, scaling from photo map. a. Numerical Cadastre b. Graphical Cadastre c. Cadastre d. Control Surveys 9. A cadastral survey wherein the bearings and distances of the individual lots are computations based on the actual ground survey. a. Numerical Cadastre b. Graphical Cadastre c. Cadastre d. Control Surveys 10. Filling of submerged land duly approved by the Philippine Reclamation Authority. a. Delimitation Survey b. Reclamation Property c. Numerical Cadastre d. Graphical Cadastre 11. All original surveys covering Alienable and Disposable lands which has not been subejcted to private rights nor devoted to public use pursuant to provisions of public land laws, as provided in DENR DAO 2007-29. a. Amendment Survey b. Isolated Surveys c. Private Land Survey d. Public Land Survey 12. The one who issues survey order/authority for Parks & Protected Areas Delimitations Survey. a. Regional Executive Director b. Director, LMB c. Secretary d. President 13. The one who issues survey order for delimitation survey on Land Classification a. Admin, NAMRIA b. Secretary c. LMB d. RED 14. The one who issues survey order for cadastral surveys. a. Admin, NAMRIA b. Secretary c. LMB d. RED 15. Survey covering untitled/uncreed land properties by changing the number of lots thereof without affecting the original technical description of the boundary. a. Private Land Survey b. Public Land Survey c. Isolated Survey Survey d. Amendment Survey 16. Comprised of all classes of surveys of isolated parcels of land used for agricultural, residential, commercial, resettlement, or other purposes covering areas not more than 1,500 hectares. a. Private Land Survey b. Public Land Survey c. Isolated Survey d. Amendment Survey 17. The one who issues survey order/authority for political boundary surveys. a. Secretary b. President c. RED d. Director, LMB 18. Issued for Political Boundary Survey if area involved boundary dispute between 2 or more provinces belonging to different regions. a. Survey Order b. Survey Authority c. Survey Return d. Parcel Information Sheets (PIS) 19. The one who issue survey order/authority for Reclamation Project Surveys with area less than 100 hectares. a. RED b. CENRO  c. RTD for Lands d. Secretary 20. The one who issues survey order/authority for Isolated Land Survey with an area of 12 hectares below. a. CENRO b. PENRO c. LMB d. RED 21. How long is the validity of Survey Authority? a. 3 months b. 2 years c. 6 months d. 1 year 22. Issued if area covers 100 ha and above for reclamation project surveys a. Survey Authority b. Survey Order c. Survey Return d. Survey Plan 23. The one who issues survey order/authority for Delimitation Survey of Parks and Protected Survey with area less than 5,000 hectares. a. RTD for Forestry b. RTD for Lands c. RED d. RTD for PAWCZMS 24. Mathematical system of locating positions based on the standard datum and PGC. a. Coordinate System b. Reference Point c. Local Plane Coordinate System d. Luzon Datum 1911 25. The Triangulation Station Balanacan located in Marinduque Province. a. Luzon Datum 1911 b. Philippine Reference System of 1992 c. World Geodetic System 1984 d. Philippine Geoid Model (PGM)