200-item-practice-problem-for-dmc-2010.pdf

lOMoARcPSD|4639362 200 ITEM Practice Problem FOR DMC 2010 BS Geodetic Engineering (Bicol University) Scan to open on Studocu Studocu is not sponsored or endorsed by any college or university Downloaded by J...

lOMoARcPSD|4639362 200 ITEM Practice Problem FOR DMC 2010 BS Geodetic Engineering (Bicol University) Scan to open on Studocu Studocu is not sponsored or endorsed by any college or university Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 200 ITEM PRACTICE PROBLEM FOR DMC 2010-13 Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 1. ________ shall be fixed in a position the Philippine Geodetic Engineering on the surface of the earth by Act of 1998, as amended. monuments of permanent nature. a. RA 8570 a. Topographic Surveys b. RA 8590 b. Control Surveys c. RA 8560 c. Consolidation Surveys d. RA 8550 d. Subdivision Surveys 7. Survey Order as defined in Section 2. As per Sections 4 and 28, DAO No. 15 of DAO No. 2007-29 shall be issued 2007-29, the control surveys are by the _______Administrator. defined and classified into _______ a. NAMRIA and _______ control surveys. b. DENR a. Geodetic and Cadastral c. LRA b. Geodetic and public land surveys d. HLURB c. Geodetic and Project d. Geodetic and Geographic 8. A copy of the Contract with the ______ shall be transmitted to the 3. All Geodetic Control Surveys shall contractor and shall signal the start of be conducted in the ________ using survey activities. The date when the survey grade GNSS receivers. contractor received the said a. Luzon Datum of 1911 documents shall serve as the official b. World Geodetic System 1984 date of commencement of the project. c. Philippine Reference System of 1992 a. Notice to Survey d. Philippine Geoid Model (PGM-2014) b. Permission to Operate c. Letter of Award 4. The calibration/testing and d. Notice to Proceed registration of the instrument _____________ shall be in accordance 9. Organization of the Geodetic with Section ___, 22 DAO No. 2007-29. Control Survey Party – The _______ a. after the sale and its component shall be as b. prior to the sale determined by the Project Contractor c. upon payment or the Chief of Party. d. Prior to their use a. Survey Team b. Survey Party 5. The project area selected shall be c. Private Survey Team based on the recommendation of the d. Private Survey Party ________ concerned. a. Regional Executive Director 10. _________ - for general b. Deputy Executive Director supervision, coordination activities, c. National Executive Director administrative and other related d. Municipal Executive Director matters. The Chief of Party shall be a licensed Geodetic Engineer and 6. The person to be authorized to his/her qualifications should conform conduct the survey shall be a to the requirements under Article 3, qualified professional pursuant DAO No. 2007-29 and RA 8560, as to________, otherwise known as amended. a. Project Main Office Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 b. Project Main Headquarters approval before the commencement c. Head Office of the project. d. Project Head Office a. Work Plan c. Financial Plan b. Control Plan d. Survey Plan 11. Office Operations – for data research, computations, 15. _______: It shall include activity cartographic, and other related costing and the bill of materials both activities. Manpower shall include for the office and field operations. The computer literate personnel with estimated miscellaneous expenses knowledge on ______processing such as photocopying of documents, software. blue printing of maps, certification a. GNSS fees, etc. shall also be included. b. GE Surv a. Survey Plan c. AutoCAD b. Work Plan d. NMAX c. Sketch Plan d. Financial Plan 12. Field Operations – for reconnaissance, ______ setting, 16. In accordance with Section 22 of observations, and other related DAO No. 2007-29, the validity of activities. registration for EDM and ETS: a. Control Point a. One year b. Boundary b. Two years c. Monument c. Three years d. Road d. Four years 13. All personnel in the three 17. The estimated duration of the components mentioned above shall project expressed in number of days be listed in the proposed________. The as per component project activities Geodetic Control Survey Project shall shall be presented in an _____Graph, be composed of licensed geodetic Time and Motion Diagram, PERT- engineers which include the Chief of CPM, etc. In the determination of Party, Assistant Chief of Party and project duration, the nature of the instrument observer, in consonance terrain and other physiographic with the provisions of RA 8560, as features as shown in the Topographic amended. map should be considered. a. Geographic Work Plan a. Work b. Work Plan b. Survey c. Geodetic Control Work Plan c. Number d. Topographic Control Plan d. Activity 14. Geodetic Control Work Plan – The 18. Technical Plan: Using available Work Plan shall be composed of NAMRIA Topographic Map of the Project Management and Technical area, the estimated boundary sketch Plans. The ______ with the of the project site shall be plotted on aforementioned documents together appropriate scale. This shall be used with the sketch plan of the project site as the base map for the Geodetic shall be forwarded to the NAMRIA for Network ______. Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 a. Design form as illustrated in Annex XIX of b. Structure this Manual. c. Plan a. Monument recovery d. Layout b. Temporary monument c. Old monument 19. Technical Plan: The estimated d. Luzon 1911 monuments number of control points to be established and their proposed 22. Notification of Survey - The locations shall be shown on the following shall be notified in ____ project site_____. before the conduct of the survey, if a. Plan applicable. b. Development a. Writing c. Map b. Advance d. Data c. Letter d. Person 20. Technical Plan: The proposed ______ measurement activities shall 23. Notification of Survey - The be included if NAMRIA has no Provincial _____ Office thru the available data for the area. Provincial Engineer’s Office. a. Topographical a. Mayor’s b. Geodetic b. Governor’s c. Spherical c. Engineer’s d. Leveling d. Chief’s 21. Data Research and Old 24. Notification of Survey - The _____ Monuments Inventory – The concerned individual status of reference points a. LENRO of previously established Geodetic b. TENRO Control and Project Control Network c. PENRO adjacent to or within the project area d. CENRO shall be researched, evaluated and verified on the ground. Their 25. Notification of Survey - The ____ corresponding Geographic Position District Engineer’s Office and Plane Coordinates (GPPC), both a. DWPH in the Local and in the Philippine b. MMDA Plane Coordinate System (PPCS), c. DENR shall be determined. Only stable or d. DPWH undisturbed control or reference points shall be considered in the 26. Notification of Survey - The City or design of Control Network. Moreover, Municipal _______ thru the City or the established PRS92 control points Municipal Engineer’s Office. in the area which were validated and a. Mayor approved by NAMRIA shall also be b. Governor included in the project design. The c. Engineer _________ report shall be d. Chief accomplished using the prescribed Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 27. Notification of Survey - The ____ of 31. Designing ______ of Controls – The the Field Office of an agency which inter-visibility of stations are not has jurisdiction over a land wherein necessary in order to have a good at least one survey station or control Network Geometry in the GNSS point/reference monument will be observations. However, in the established. preparation of the Network Design, it a. Supervisor is necessary that the points selected b. Leader can be occupied, located in a stable c. Chief ground and shall not be affected by d. Head any construction activities in the near future. Swampy or loose soil areas 28. ______ Network Design - The should be avoided. network of controls covering the a. Connection project site shall be plotted on the b. Link map as mentioned in Section 5.b of c. Group DMC 2010-13. The network design d. Network shall be composed of recovered/new control points and shall serve as 32. In the Network Design, the guide in the conduct of actual ground following shall be considered: The survey. terrain and the _____features of the a. Survey project area b. Geotechnical a. Physiographic c. Geodetic b. Geographic d. Geographical c. Geodetic d. Geographical 29. ______Length – the conduct of survey shall start from an established 33. In the Network Design, the PRS 92 control point and shall end at following shall be considered: The another PRS 92 control point (check availability of old _______Controls base) for checking purposes. In order a. Physiographic to ensure their correctness, the b. Geographic following shall be taken into c. Geodetic consideration: d. Geographical a. Baseline b. Tie line 34. In the Network Design, the c. Known line following shall be considered: d. Azimuth Number of GNSS Receivers. More than ______Receivers are sufficient for 30. The baseline length for the the purpose. Primary Geodetic Network (First and a. Three (3) Second Order) shall be in accordance b. Four (4) with the nominal space as provided c. Five (5) for Section___ , DA0 2007-29. d. Six (6) a. 28 b. 29 35. In the Network Design, the c. 26 following shall be considered: d. 27 Appropriate number and length of Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 observations. These are dependent on 40. The following shall apply in the the type of ______ (single or dual) to be preparation of the map of the project used and the purpose of the survey. site: Each station a. Receivers shall be numbered in accordance with b. Instruments Section __ of this Manual. c. Equipment a. 14 d. Tools b. 15 c. 16 36. The following shall apply in the d. 17 preparation of the map of the project site: The available NAMRIA _____ 41. The following shall apply in the Map on the area shall be used as base preparation of the map of the project map. site: The _____ Design’s final map a. Location may be modified upon the conduct of b. Topographic Field Reconnaissance. c. Cadastral a. Survey d. Base b. Control c. Network 37. The following shall apply in the d. Topographical preparation of the map of the project site: All the ____controls (Old Control 42. Section 13: The lines connecting Points) based on the available records the control points within the network shall be plotted. should create closed polygons with a. Station the _______ number of sides, such as b. Point of triangles that will create a rigid c. Location network. d. Fixed a. Maximum b. Minimum 38. The following shall apply in the c. Significant preparation of the map of the project d. Minimal site: The Points to be ______ shall be approximately plotted on the selected 43. The Network shall be designed so locations. that all stations or points included a. placed therein have at least _____ known PRS b. established 92 control points. c. corrected a. 2 d. saved b. 3 c. 4 39. The following shall apply in the d. 5 preparation of the map of the project site: _____ shall be taken to scale the 44. The designed should have an map correctly. The distance between adequate amount of Redundancy, or points is an important factor. additional measurement over and a. Carefulness beyond the absolute minimum b. Order required considering that the main c. Safety objective is to have a required d. Caution precision of the control point’s final Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 coordinates. As such, a ______ number route, and others which will cause the of known points should be included, probable disturbance of the with as many cross-ties and repeated monuments. measurements as possible. a. Network a. Optimal b. Physical b. Minimal c. Ground c. Significant d. Topographical d. Substantial 49. The best route to reach each 45. Schedules for the field _______shall survey station (in any type of weather also be included in the plan. The field and at any time of the day or night). observations shall be timed when the The route map shall be drawn and the Position Dilution of Precision (PDOP) directions are written so that the is low. A low PDOP value indicates a survey team shall easily find the higher probability of accuracy. ______. a. Prediction a. Project b. Observation b. Location c. Diversion c. Site d. Immersion d. Land 46. Section 14: Reconnaissance of the 50. Proximity of radio station towers area shall be conducted to determine that may possibly disrupt if there are control points that need to transmission of data and presence of be transferred from their proposed any obstructions above ___ of the sites to ______ weak geometric horizon. figures. a. 35° a. Solidify b. 45° b. Correct c. 30° c. Strengthen d. 15° d. Reinforce 51. Estimated travel time between 47. During the reconnaissance, the stations. The ______from the field following shall be determined: office to the project site shall also be Accessibility of the proposed ______ of determined. This shall serve as input the control points. They should not be in the finalization of the Work Plan of within an on-going or a proposed the project. construction road or structures; a. Leaving Time a. Site b. Travel time b. Project c. Departure Time c. Survey d. Arrival Time d. Locations 52. Actual number of the ___ control 48. _________stability of the proposed points to be recovered by the survey location. It should support the team and their corresponding status permanency of the monuments. They on the ground. should be far from the areas prone to a. Old flooding, land slides, peoples activity b. Existing Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 c. Pre-existing a. 35 x 40 cm d. New b. 20 x 20 cm c. 25 x 25 cm 53. The ______ owners from whom to d. 30 x 30 cm obtain the permission to enter the premises where the survey stations 58. Dimension of Survey Control are proposed to be established, or if Monuments: What is the top cross- the owners are already known, secure section of the fourth order of the said permission. accuracy? a. Land a. 35 x 40 cm b. Project b. 20 x 20 cm c. Parcel c. 25 x 25 cm d. Private property d. 30 x 30 cm 54. Geodetic Control Monuments - 59. Dimension of Survey Control The position of reference points shall Monuments: What is the bottom be defined and marked on the ground cross-section of the first order of by monuments of permanent ______ in accuracy? the form of a square base frustum a. 40 x 40 cm illustrated in Annex III.A.1 of this b. 35 x 35 cm Manual and in accordance with the c. 25 x 25 cm following standards d. 60 x 60 cm a. Nature b. Appearance 60. Dimension of Survey Control c. Surrounding Monuments: What is the bottom d. Environment cross-section of the second order of accuracy? 55. Dimension of Survey Control a. 40 x 40 cm Monuments: What is the top cross- b. 35 x 35 cm section of the first order of accuracy? c. 25 x 25 cm a. 30 x 40 cm d. 60 x 60 cm b. 30 x 50 cm c. 30 x 60 cm d. 30 x 30 cm 61. Dimension of Survey Control Monuments: What is the bottom 56. Dimension of Survey Control cross-section of the third order of Monuments: What is the top cross- accuracy? section of the second order of a. 40 x 40 cm accuracy? b. 35 x 35 cm a. 30 x 40 cm c. 25 x 25 cm b. 30 x 50 cm d. 60 x 60 cm c. 30 x 60 cm d. 30 x 30 cm 62. Dimension of Survey Control Monuments: What is the bottom 57. Dimension of Survey Control cross-section of the fourth order of Monuments: What is the top cross- accuracy? section of the third order of accuracy? a. 40 x 40 cm Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 b. 35 x 35 cm Ground measurement in the second c. 25 x 25 cm order of accuracy? d. 60 x 60 cm a. 10 cm b. 20 cm 63. Dimension of Survey Control c. 30 cm Monuments: What is the length in the d. 40 cm first order of accuracy? a. 100 cm 69. Dimension of Survey Control b. 110 cm Monuments: What is the Above c. 120 cm Ground measurement in the third d. 130 cm order of accuracy? a. 10 cm 64. Dimension of Survey Control b. 20 cm Monuments: What is the length in the c. 30 cm second order of accuracy? d. 40 cm a. 100 cm b. 110 cm 70. Dimension of Survey Control c. 120 cm Monuments: What is the Above d. 130 cm Ground measurement in the fourth order of accuracy? 65. Dimension of Survey Control a. 10 cm Monuments: What is the length in the b. 20 cm third order of accuracy? c. 30 cm a. 100 cm d. 40 cm b. 110 cm c. 120 cm 71. Dimension of Survey Control d. 130 cm Monuments: What is the Below Ground measurement in the first 66. Dimension of Survey Control order of accuracy? Monuments: What is the length in the a. 70 cm fourth order of accuracy? b. 80 cm a. 100 cm c. 90 cm b. 110 cm d. 100 cm c. 120 cm d. 130 cm 72. Dimension of Survey Control Monuments: What is the Below 67. Dimension of Survey Control Ground measurement in the second Monuments: What is the Above order of accuracy? Ground measurement in the first a. 70 cm order of accuracy? b. 80 cm a. 10 cm c. 90 cm b. 20 cm d. 100 cm c. 30 cm d. 40 cm 73. Dimension of Survey Control Monuments: What is the Below 68. Dimension of Survey Control Ground measurement in the third Monuments: What is the Above order of accuracy? Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 a. 70 cm b. CENRO b. 80 cm c. NAMRIA c. 90 cm d. PENRO d. 100 cm 78. Markings of Reference 74. Dimension of Survey Control Monuments: The name of the office or Monuments: What is the Below entity that _______ the control point Ground measurement in the fourth shall be inscribed using only one order of accuracy? word which could either be an a. 70 cm acronym, company name or surname b. 80 cm of a person c. 90 cm a. Established d. 100 cm b. Created c. Listed 75. Markings of Reference d. Recovered Monuments - They shall be marked on top with engraved letters and shall 79. Markings of Reference consist of five (5) parts namely, ______ Monuments: To avoid duplication of Code, Control Point Number, Year numbers, the establishing entity shall Established, Order of Accuracy and coordinate with ______ for the First the office or entity that established the and Second Order control points and Reference Monument. Illustration is with the concerned LMS Regional found in Annex III.A.1 of this Manual. Office for the Third and Fourth Order a. Provincial control points. The LMS shall furnish b. Municipal the data to LMB on the established c. Regional control points for the updating of the d. National Reference Points National Database. a. DENR 76. Markings of Reference b. CENRO Monuments: The List of Provinces c. NAMRIA and their corresponding ___ is found d. PENRO in Annex IV of this Manual. The NAMRIA shall be consulted for 80. Markings of Reference assignment of Code to the newly Monuments: All the letters and created provinces. numbers shall be in “_____ Bold” Font a. Stamp type, all capital and shall be 2.5 cm in b. Date height, 2 cm in width and 0.4 cm in c. Ledger thickness with margins not less than 2 d. Code cm. along the edge of the monument to give allowance for chipping. 77. Markings of Reference a. Times New Roman Monuments: The numbering of b. Arial control points shall be from 1 to 3000 c. Calibri for those established by _____ and d. Gothic 3001 and so forth for those established by LMB/LMS and other entities. 81. Markings of Reference a. DENR Monuments: It should bear the mark Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 “____ PROP” which stands for b. DAO No. 2007-28 government property. c. DAO No. 2007-27 a. GOVT d. DAO No. 2007-26 b. GVT c. GOV 86. Connection to existing controls - d. GVRNMT Connection shall be made to control of the same or higher Order of 82. Selection of Location for Accuracy with the following number Establishing Reference Monuments – of observations: To achieve 1st Order, The monuments shall be established there should be a minimum of __ as close as possible to the position as observations. stated in the ______ taking into a. 3 consideration the objective of b. 1 preventing its destruction and loss. c. 2 a. Network Design d. 4 b. Survey Design c. Connection Design 87. Connection to existing controls - d. Geographical Design Connection shall be made to control of the same or higher Order of 83. The control point shall be Accuracy with the following number identified by its complete geographic of observations: To achieve 2nd position which shall be expressed in Order, there should be a minimum of latitude, longitude and________. __ observations. a. Azimuth a. 3 b. Bearing b. 1 c. Distance c. 2 d. Elevation d. 4 84. The establishment of geodetic 88. Connection to existing controls - control covering the First and Second Connection shall be made to control Order Accuracy shall be done only of the same or higher Order of using a _____ Receiver. There shall be Accuracy with the following number at least three (3) receiver units per of observations: To achieve 3rd survey team. The employment of Order, there should be a minimum of more than four (4) Receivers is __ observations. preferable. a. 3 a. GPS b. 1 b. RTK c. 2 c. Drone d. 4 d. GNSS 89. Project Control Surveys shall be 85. The GNSS receivers to be used in conducted in order to establish set of the conduct of ground survey shall ______ points for a Cadastral Survey, undergo calibration/testing and Public Land Subdivision Survey, registration pursuant to Section 22 Townsite Reservation, and other of________. similar survey projects which cover a a. DAO No. 2007-29 whole or a portion of municipality or Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 city, with accuracies belonging to approved, there shall be no changes Primary Control or Third Order to be made therein without prior Geodetic Survey, Secondary Control approval of the ____ for Lands or Fourth Order Geodetic Survey and concerned. Tertiary Control. The kinds of a. RTA reference monuments are listed in b. RTB Section 34, DAO No. 2007-29. c. RTC a. Control d. RTD b. Reference c. Survey 92. If the Survey Control is an d. Important independent project, the survey team shall establish and maintain a survey 90. Organization of the Survey Party – office properly identified with a The survey party shall be the Survey signboard _______ centimeters in Control Team of the survey projects dimension, in the poblacion of the mentioned in Section 29 of this municipality/city to be surveyed. The Manual. However, if the Project office shall be maintained until the Control is an independent project, the final inspection of field operations by survey party shall be established with the Chief, Regional Surveys Division, at least three (3) major components as and shall be closed only upon the listed in Section 4 of this Manual. The written permission of the RTD for conduct of project control Lands concerned. independent from a cadastral survey a. 60 x 120 shall be the function of the LMS b. 70 X 120 Survey Team. If the said group is c. 80 X 120 unavailable, the project may be done d. 90 X 120 through a Contract with a qualified Private Geodetic Engineer/Contractor 93. Network Design or Scheme – A pursuant to RA______. map of the project site, which shall a. 9182 form part of the Work Plan as b. 9183 mentioned in Section 32 of this c. 9184 Manual, shall be prepared and the d. 9185 network of controls shall be plotted therein following 91. Project Control Work Plan – The the provisions stated in Sections 5, 8 work plan for the conduct of Project to 14 of this Manual. It shall also Control is included in the work plan of contain a location plan drawn in the survey project where it is a appropriate ____ with the indicated component, e.g. Cadastral Survey approximate distance of the project Management Plan (CSMP) of the from the poblacion of the Cadastral Survey Project where the municipality or center of the city and establishment of Main and Subsidiary show the nearest place of point Controls, are incorporated. However, accessible to transportation. This if the Project Control is an shall serve as guide in the conduct of independent project, the provisions of actual ground survey. The order of Section 5 of this Manual shall apply. accuracy to be used shall be governed Once the Project Control Work Plan is Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 by the area of the project as provided c. LUZON DATUM 1911 for in Section 28.b of DAO No. 2007-29. d. GNSS 92 a. Size b. Length 97. Political Boundary Survey – refers c. Scale to the establishment of political d. Dimension boundary monuments ______the boundary lines of the entire 94. The ________ of the area shall be city/municipality and their conducted to determine if there is a component barangays. need to amend the proposed locations a. Hiding of the control points plotted in the b. Defining Network Design to achieve rigid c. Correcting geometric figure. d. Elevating a. Reconnaissance b. Observation 98. The provisions of DAO 2008-14 c. Planning dated August 05, 2008, otherwise d. Survey known as the Guidelines on the Conduct of Bidding and Awarding of 95. When the instrument to be used in Cadastral Survey Projects Contracts the establishment of Project Control Pursuant to______, and Section 3 of is a combination of GNSS and Total this Manual shall apply in awarding Station, provisions from Section 29 to of survey project except that the 45 of this Manual shall be followed. Survey Order shall be issued by the The geodetic engineers shall have the RED who has jurisdiction over the options to switch either to the GNSS area, upon recommendation of the mode or to the ____mode of the Regional Bids and Award Committee instrument to make use of the (RBAC) headed by the Regional advantages of both system (i.e. GNSS- Technical Director (RTD) for Lands. line of sight not required between a. RA 9184 measured points but requires long b. RA 8560 period of observations; ETS- not c. RA 7630 requiring horizon clearance but d. RA 9183 requires inter-visibility of stations). a. ETA 99. The Survey Order issued over a b. ETD Cadastral Survey Project shall cover c. ETS this activity, if executed as part of the d. ETF said project. However, if the Political _______ is an independent project, the 96. Grid Azimuth - The grid azimuth geodetic engineer who is hired by the to be used in the Cadastral Project LGU concerned to conduct the survey shall be derived from the PRS92 grid shall be required to submit a coordinates. The following Resolution of the Local Council provisions shall apply in connection thereof. The conduct of the said with the _____-based determination of survey shall be subject to the grid azimuth: issuance of the corresponding Survey a. PRS92 Authority by the RTD for Lands b. WGS84 concerned upon submission of the Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 other documentary requirements a. Hidden pursuant to DAO No. 2007-29. b. Shown a. Topographic Survey c. Existing b. Boundary Survey d. Owned c. Cadastral Survey d. Parcellary Survey 103. The sketching and setting of monuments of lots that include or 100. Political Boundary Monuments - adjoin bodies of _____ shall take into The position of the Political Boundary consideration the provisions of RA Monuments shall be defined and 1273, PD 705 and DAO 13, series of marked on the ground by monuments 1992. of permanent nature in the form of a a. Land square base frustum and in b. Water accordance with the specifications on c. Air the 3rd and 4th Order Accuracy found d. Terrain in Section 15 of this Manual, for the Municipal and Barangay boundaries, 104. For the lands bordering the sea or respectively, except that the its arm: ______ lands shall be projection below the ground is sketched as a separate cadastral lot ___centimeters as illustrated in Annex and clearly indicated on the sketches, III.B.1 and 2 of this Manual. field notes and survey plans as a. 70 foreshore lands. The corners that fall b. 80 into the sea shall not be marked with c. 90 monument but a witness monument d. 100 shall be established along the shoreline at the low tide level and 101. All properties covered by shall be indicated on the sketches by approved survey whether titled or not, appropriate survey symbols. shall be properly reflected on the Concrete monuments, galvanized ______ map. Efforts should be made to iron spike, fixed rocks, boulders or have a complete inventory thereof wooden post shall be set to define the and plot them in the _______ map. corner of the claim along the a. Cadastral shoreline at the low tide level. b. Sketch a. High c. Location b. Foreshore d. Base c. Private d. Occupied 102. Special care shall be taken when sketching lot claims along the _____ 105. The Nature of Lot Monuments – or proposed roads, railways, man- After the lot was subjected to BAP and made canals, etc. As much as sketching, the position of corners of possible, claims traversing these boundary lines shall be defined and features shall not be allowed. The marked on the ground by ______ of Sketching Team shall make it a point permanent nature, except when such to reflect the road network, right-of- corners situated near physiographic way, facilities, and other or natural features. Whenever improvements in the Sketch Map. possible, all the lot corners which Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 were identified in the Sketch Map and b. Mines and Geodetical Bureau (MGB) in the PIS shall be marked with c. Mines and Geospatial Bureau (MGB) standard concrete monuments. The d. Mines and Geotechnical Bureau first and last corner situated near (MGB) natural boundaries shall be marked with monument. 109. Data Research and Old a. Symbols Monuments Inventory – The b. Figures provisions of Section 33 of this c. Monuments Manual shall apply. Moreover, the d. Logos list of ______ surveys and all surveys filed for registration together with the 106. The individual lot survey shall corresponding status thereof whether only be conducted after the ___-day decreed, pending, dismissed, etc. posting of the PIS. The PIS shall be shall also be collated to be used as posted in Barangay Halls/Centers for reference data. Efforts shall be cadastral projects for ___ days, and exerted to identify and collate the data such posting shall be certified by the of all the isolated surveys in progress Barangay Chairman concerned. within the project area. Relative a. 10 thereto, all requests for Survey b. 30 Authority therein shall not be allowed c. 50 unless the survey is to be conducted d. 60 by the Pls Survey Project Chief. In addition, survey returns of lots 107. All lands of the Public domain subject of verification in the LMS shall be surveyed as one lot with the concerned shall be forwarded to the authority of the_____. Private claim Pls Survey Project Chief for inclusion inside unclassified areas shall not be in the project. surveyed. a. Agreed a. RAD b. Adjoined b. ROD c. Approved c. RID d. Adjacent d. RED 110. Tie Lines – A tie line shall be a 108. All patented mineral lands within straight line with known a cadastral project shall be surveyed ______________ expressed in degrees, as regular lots of the project in minutes and seconds computed based accordance with the plan of each on the position of corner 1 of the lot survey as approved. All other mineral from an established reference land surveys shall be projected by monument. their tie lines or by coordinates and a. latitude and longitude shall be indicated on the cadastral b. bearing and distance maps by dotted line. The Geodetic c. azimuth and distance Engineer concerned shall research d. elevation and height the documents needed with the regional office of 111. Original survey of land and the the____________________. setting of monument for the purpose a. Mines and Geosciences Bureau (MGB) of public land application for Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 Homestead, Free Patent, Sales, and 115. Surveys for geographic and other modes of disposition under CA scientific investigations, experiments 141, as amended, otherwise known as and all other surveys not otherwise the________, shall be conducted mentioned in this Manual shall be following pertinent provisions of made in accordance with special Sections 115 to 128 of this Manual. instructions which may be issued for Restrictions regarding the adjoining the purpose following the tertiary natural features shall be observed. accuracy of an isolated survey. This Moreover, limitations pertaining to shall be designated as _________ land areas based on existing laws which cannot be a subject of titling shall be applied. and must be clearly stated on the a. National Land Act plan. b. Public Land Act a. “Special Work Order” (Swo) c. Government Land Act b. “Important Work Order” (Iwo) d. Municipal Land Act c. “Agreed Work Order” (Awo) d. “Emergency Work Order” (Ewo) 112. The Longitude shall be determined by means of ______ circuit 116. The conduct of mineral land or loop traverse starting from survey shall be in accordance with the reference points of known geographic procedures and standards set by the positions. Mines and Geosciences Bureau a. Closed (MGB) under DAO No. 96-40 pursuant b. Open to the pertinent provisions of RA No. c. Connected 7942, otherwise known as d. Parallel the____________. a. Philippine Mining Act of 1993 113. The ______ may be determined by b. Philippine Mining Act of 1994 lines of levels starting from bench c. Philippine Mining Act of 1995 marks of known elevation, by d. Philippine Mining Act of 1996 trigonometric leveling, spirit leveling or by means of barometer/altimeter. 117. The conduct of the survey shall a. Azimuth only proceed after the enactment of b. Distance the corresponding law by Congress c. Bearing adopting the final report of the d. Elevation ____________ as a result of their assessment/delineation of forestland 114. The ______ of all lines of survey boundary pursuant to DAO No. 2008- lines shall be reckoned from the south 24. as zero direction following clock wise a. Regional Assessment and Delimitation of the quadrants. This shall be carried Team (RADT) from the astronomical azimuth of one b. Regional Assessment and Delineation or more lines of the survey. Team (RADT) a. Azimuth c. Regional Assessment and Delinear b. Distance Team (RADT) c. Bearing d. Regional Assessment and Deportation d. Elevation Team (RADT) Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 118. The Survey Party tasked to writing for purposes of work conduct the survey shall be composed coordination. of Geodetic Engineers of the Field a. Topographic Network Survey Party (LMS), at least b. Delimitation two (2) members of the RADT (FMS) c. Cadastral and a representative of________. d. Isolated a. NAMRIA b. CENRO 121. In lieu of duplicate hard copies of c. PENRO the aforementioned documents, the d. DENR same shall be submitted in digital forms, i.e. scanned image for 119. Delimitation of Forest Boundary certifications, excel files for Line – The following shall apply in the computations and data, and auto-cad conduct of forest boundary line: The drawing files. Additional technical Survey Order shall be issued in document that the ________ may accordance with Section 16 of DAO deemed necessary may be required No. 2007-29. The issuance thereof from the geodetic shall be supported by the law passed engineer/contractor, and shall be by Congress for the purpose and the stated in the project contract. corresponding_______________________ a. NAMRIA ________. b. CENRO a. Forestland, National Place, c. PENRO Agricultural Area Boundary Map d. DENR (FNPABM) b. Forestland, National Place, 122. Established Controls Points – The Agricultural Land Boundary Map ______ shall be prepared in (FNPABM) accordance with provisions of Section c. Forestland, National Parks, 166.d of this Manual, except that the Agricultural Area Boundary Map control points are in the 3rd and 4th (FNPABM) Orders and plotted on the Project d. Forestland, National Parks, Control Map. Agricultural Land Boundary Map a. survey forms (FNPABM) b. survey returns c. survey plans 120. _____________ survey shall be d. survey equipment conducted with prior written notice to all the claimants thereof, provincial, 123. _____________ – shall be prepared municipal and barangay officials, on LMB prescribed form for each cultural/tribal communities, case/barangay, each bearing the appropriate government and private original signature of the Chief of entities, and other parties concerned. Party, dry sealed, duly notarized and The said survey shall commence not submitted as part of the survey earlier than five (5) days upon receipt returns. The document shall contain of such notice. If there are nearby or the names of claimants of adjoining adjacent on-going survey projects, the parcels listed in numerical order of Head of the Team/Party executing said adjoining parcels. The manner said survey shall be informed in and date of notification relative to Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 contested lots shall be noted in the on a single sheet of the same material certificate. and size as the standard cadastral a. Geodetic Engineer’s Signature map in the scale of 1:8,000 or b. Geodetic Engineer’s Certificate 1:16,000, respectively, to show c. Geodetic Engineer’s Dry Seal parcels which would be too big on the d. Geodetic Engineer’s ID Card standard scale of 1:4,000. The cadastral map number of the extreme 124. _____________ – The updated copy southwestern cadastral map shall be of the Progress Map in a white print used to designate the contiguous paper shall be cadastral map number. If the extreme submitted once every three (3) southwestern cadastral map number months to the LMS thru the Chief, is CM 14° 24’ N- 120° 36’ E, the Regional Surveys Division together contiguous cadastral map number is with the periodic report of information CCM14° 24’ N- 120° 36’ E, scale on the progress of the survey. 1:8,000 or CCM14° 24’ N - 120° 36’ E a. Progress Chart scale 1:16,000. b. Progress Form a. Continuous cadastral maps (CCM) c. Progress Document b. Contiguous cadastral maps (CCM) d. Progress Map c. Corrected cadastral maps (CCM) d. Collective cadastral maps (CCM) 125. _______________– The cadastral lots and other details of the cadastral 128. ____________________ of the survey shall be plotted on the cadastral project shall be prepared in cadastral map on 54 x 54 centimeters accordance with procedure as stated with marginal lines 50 x 50 in Annex XXII of this Manual on centimeters. cadastral map size drafting film, 54 x a. Cadastral Maps (CM) 54 centimeters with marginal lines 50 b. Cadastral Charts (CC) x 50 centimeters. c. Cadastral Forms (CF) a. Political Boundary Maps (PBM) d. Cadastral Documents (CD) b. Political Boarder Maps (PBM) c. Political Bound Maps (PBM) 126. The cadastral maps shall d. Political Board Maps (PBM) comprise an area within the spheroidal quadrangle of one minute 129. ______________________– This of arc in latitude and one minute of shall be drawn in a manner as stated arc in longitude and shall be drawn in in Annex XXII of this Manual on a the PPCS/PTM-PRS 92 to the standard cadastral map size drafting film, 54 x scale of _________ on a stable base 54 centimeters with marginal lines of drafting materials of uniform size of 50 x 50 centimeters. approximately 54 x 54 centimeters. a. Case/Barangay Boarder and Index a. 1:1000 Maps (BBIM) b. 1:2000 b. Case/Barangay Boundary and Index c. 1:3000 Maps (BBIM) d. 1:4000 c. Case/Barangay Board and Index Maps (BBIM) 127. ___________________, consisting of d. Case/Barangay Bound and Index four or sixteen sheets, shall be drawn Maps (BBIM) Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 extreme east and west of the lots, 130. All plans of ______surveys which whichever is bigger. Annex XXIV of shall be used for administrative or this Manual provides the table on judicial registration purposes shall be scale that shall be used in plotting drawn on the LMB prescribed format. _________ plan. If, however, the plans were prepared a. Isolated using a computerized method, the b. Cadastral Geodetic Engineer shall also secure c. Hydrographic authority from the LMB. Sample print- d. Drone out of the survey form shall be submitted to the LMB for evaluation 134. When a parcel is divided into before their regular use in the many small lots, which, if plotted preparation of survey returns. using any one of the one of the largest a. Cadastral possible scales mentioned in Annex b. Hydrographic XXIV of this Manual would result in c. Subdivision diminutive geometrical figures, the d. Isolated ___________ plans shall be prepared on 131. Coordinates Lines – The Vertical two or more sheets on a uniform scale and Horizontal center lines of plane with each of its portions centered on coordinates divisible by five shall be the sheet in accordance with accurately drawn on the original plan Paragraph a.4.(b) of this Section. The and inked in_______. numbers of the sheets on which the a. Blue other portion of the subdivisions are b. Green plotted, shall be properly indicated on c. Red the plan. d. Yellow a. Subdivision b. Isolated 132. The ________ line shall be drawn c. Hydrographic horizontally from left to the right d. Drone marginal lines through corner one. The corresponding northing based on 135. The _________ shall verify the BLLM No. 1 shall be written above correctness and technical accuracy of along the latitude line from the left- the survey returns of the First and hand border line of the plan towards Second Order Geodetic Control the right while the geographic Surveys. latitude shall be indicated below the a. CENRO northing. b. PENRO a. Latitude c. DENR b. Longitude d. NAMRIA c. Grid d. Azimuth 136. _________ Evaluation shall be conducted to determine if the survey 133. Scale for _______ survey – The returns are complete as per List of scale to be used in plotting survey Transmittal. shall depend on the difference in the a. Preliminary northing of the extreme north and b. Technical south corner or in the easting of the c. Primary Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 d. Data 141. _________ shall be conducted in order to determine accuracy, analyze 137. ________ Evaluation shall be error in observation, detect mistake conducted in order to determine and determine the acceptability of the accuracy, analyze error in field observations and the map observation, and detect mistakes. preparation. a. Preliminary a. Technical Requirement Examining b. Technical b. Technical Requirement Evaluation c. Primary c. Technical Requirement Testing d. Data d. Technical Requirement Checking 138. _________ processing shall be 142. Verify if the _________ angles conducted to distribute the random were done by method of direction for error using Least Squares method, two positions. The sum of the angles check the Network Reference Factor should not differ from 360° by 10” and (NRF), and launch the Chi Square the mean of the two positions should Test. not differ from any of the readings by a. Basepoint 5”. In a control consisting of traverse b. Baseboard and triangulations, verify if the c. Base-level triangulation control is adjusted d. Baseline independently of the traverse. 139. There shall be __ old established a. Vertical GPS station/s within the area to be b. Acute selected as the starting point for c. Obtuse survey evaluation work. The observer d. Horizontal shall see to it that there are no new 143. The computation for geodetic structures built near the old GPS positions, least square adjustment of station that shall obstruct the satellite triangulation control and all other signals during observations. similar computation shall be Otherwise, different established GPS carefully verified. In the form for station shall need to be occupied for intersections computation, the the purpose. formula (either the sine or ______ a. One formula) shall be also be evaluated. b. Two a. Tangent c. Three b. Cosine d. Four c. Cotangent d. Adjacent 140. The old and the new GPS stations shall be connected, making a 144. The Verifiers shall stamp or write triangular or rectangular ______ their name and affix signature on all polygon. pages of the field notes, computation a. Closed sheets, and monument description b. Remarkable book, etc. during the process of c. Small verification. If defective, prepare d. Known Pending Letter to the contractor informing him/her of the defects, to be signed Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 by the _______ concerned. If found in a. Hexadecimal order, the Chief of Regional Surveys b. Sexagesimal Division shall sign the Project Control c. Pentadecimal Map and other necessary documents d. Nona decimal and prepare endorsement letter to the concerned RTD for Lands for approval 148. Survey Symbols and Numbers for in accordance with Section 62, DAO Plans - Survey symbols and numbers 2007-29. shall be used in order to classify and a. RTD for Surveying identify all kinds of surveys which b. RTD for Properties facilitate the recording, filing and c. RTD for Projects record keeping of survey plans and d. RTD for Lands maps and their corresponding survey returns. - The first part shall be the 145. __________ - The LMS shall verify Survey Symbol consisting of up to the correctness and technical ________ characters such as H, Psu, accuracy of the survey returns of the Cadm, etc. which shall be in survey covering a __________________. accordance with the Survey Symbols a. Public Land Subdivision Survey in Appendix A of this Regulation; b. Private Land Subdivision Survey a. six (6) c. Acquired Land Subdivision Survey b. five (5) d. Foreign Land Subdivision Survey c. four (4) d. three (3) 146. Required Standards for Issuance of Certification of Instrument 149. _____ – for a subdivision survey of Registration: Only Steel tapes a track of land under the coverage of (graduated in metric system) which Comprehensive Agrarian Reform are at standard length at Program (CARP), which will be issued temperatures between ______ degrees Certificate of Land Ownership Celsius and ______ degrees Celsius Allocation (CLOA) shall be used in the conduct of land a. Amd surveys. b. Ar a. 27 & 37 c. Psd b. 24 & 34 d. Alc c. 23 & 33 d. 25 & 35 150. In cases where the DENR initiates the cancellation of fake and 147. Required Standards for Issuance illegal titles in accordance with of Certification of Instrument Memorandum Circular No._________, Registration for an Engineer’s otherwise known as the Guidelines in Transit: The Horizontal and Vertical the Disposition of Cases involving Circles shall be full circles with Fake and Illegally Issued Title, the Angular Units in____________. If the resolution of the case which provides inside diameter of the Horizontal for the cancellation of the title will Circle is less than One Hundred serve as a reference for LMS to Twenty millimeters (120 mm), the determine if the supposed approved Least Reading of the Vernier shall be survey covered thereof can likewise Thirty Seconds of Arc (30”) or more. be subjected to cancellation or not. Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 a. 2000-03 b. Gcs b. 2000-04 c. Ccn c. 2000-05 d. Cca d. 2000-06 157. What is a Cadastral Land Survey 151. Supplementary Regulations - symbol? Whenever additional or a. Cl supplementary regulations to this b. Caddi Manual is necessary, the same shall c. Cad be issued by the LMB _____ in the d. Cada form of LMB Memorandum Circular. a. Director 158. Conventional Map Symbols: b. Supervisor What is the color of a lot corner c. Chief monument and line? d. Engineer a. Red b. Black 152. What is the new survey symbol of c. All Black a Free Patent Application? d. All Red a. Fp b. F 159. Conventional Map Symbols: c. Fpa What is the color of a lot corner d. Fa marked by stakes? a. Red 153. What is the new survey symbol of b. Black a Group Settlement Survey? c. All Black a. Gss d. All Red b. Gs c. G 160. Conventional Map Symbols: d. Ggss What is the dimension of a corner of 154. What is the new survey symbol of an old survey? a Miscellaneous Sales Application: a. 3 mm Diameter outer circle 1.5 mm Individual? diameter inner circle a. Msa b. 4 mm Diameter outer circle 1.5 mm b. Ms diameter inner circle c. M c. 5 mm Diameter outer circle 1.5 mm d. Msi diameter inner circle d. 6 mm Diameter outer circle 1.5 mm 155. What is not a Private Land Survey diameter inner circle symbol? a. Ps 161. Conventional Map Symbols: b. Psu What is the dimension of a bench c. Pls mark? d. Psu-G a. 1 mm Black lines b. 2 mm Black lines 156. What is an Untitled Property c. 3 mm Black lines survey symbol? d. 4 mm Black lines a. Gcn Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 162. Conventional Map Symbols: 169. PRS92 Provinces Codes: Sultan What is the dimension of a bridge? Kudarat a. To scale a. SKT b. To fit b. SKN c. To size c. SKA d. To length d. SKR 163. PRS92 Provinces Codes: Ifugao 170. Transformation Formula from a. IFO WGS84 to PRS92 Datum: 127.62195 b. IFA meters = _____? c. IFU a. ΔX d. IFG b. ΔA c. ΔZ 164. PRS92 Provinces Codes: Apayao d. ΔY a. APP b. APO 171. Transformation Formula from c. APA WGS84 to PRS92 Datum: 67.24478 d. APY meters = ______? a. ΔX 165. PRS92 Provinces Codes: Metro b. ΔA Manila c. ΔZ a. MMA d. ΔY b. MET c. MAN 172. Transformation Formula from d. MNL WGS84 to PRS92 Datum: 47.04305 meters = _______? 166. PRS92 Provinces Codes: Antique a. ΔX a. ANT b. ΔA b. ATE c. ΔZ c. ATQ d. ΔY d. ANQ 173. Transformation Formula from 167. PRS92 Provinces Codes: WGS84 to PRS92 Datum: -3.06762 Zamboanga Sibugay seconds = ______? a. ZSI a. Rot Z b. ZGS b. Rot Y c. ZGN c. Rot X d. ZMB d. Rot A 168. PRS92 Provinces Codes: North 174. Transformation Formula from Cotabato WGS84 to PRS92 Datum: +4.90291 a. NRC seconds = _______? b. CTR a. Rot Z c. CTN b. Rot Y d. NCC c. Rot X d. Rot A Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 175. Transformation Formula from a. Transverse Mercator, in Zones of two WGS84 to PRS92 Datum: +1.57790 degrees net width seconds = ________? b. Transverse Mercator, in Zones of a. Rot Z three degrees net width b. Rot Y c. Transverse Mercator, in Zones of four c. Rot X degrees net width d. Rot A d. Transverse Mercator, in Zones of five degrees net width 176. Philippine Plane Coordinate System (PPCS), also known as the 179. Philippine Plane Coordinate Philippine Transverse Mercator System (PPCS): Spheroid is ______ ? (PTM) Grid, are transformed from a. Clarke 1866 geographic coordinates to Cartesian b. WGS84 coordinates on the Luzon 1911 Datum, c. PRS92 determined through astronomical d. LUZON DATUM 1911 observations. PPCS-PTM was adopted as the reference system in the 180. Philippine Plane Coordinate Philippines pursuant to Lands System (PPCS): Scale factor at the Circular No. 64, dated June 30, _____. Central Meridian is ______? a. 1965 a. 0.99993 b. 1964 b. 0.99994 c. 1963 c. 0.99995 d. 1962 d. 0.99996 177. Philippine Plane Coordinate 181. PPCS-PTM Zone Assignment of System (PPCS): Point of Origin is Provinces: Abra _____? a. Zone No. III a. Intersection of the Equator and the b. Zone No. IV Central Meridian of each zone, with c. Zone No. V Northing of 0 meter and an Easting of d. Zone No. VI 200,000 meters 182. PPCS-PTM Zone Assignment of b. Intersection of the Equator and the Provinces: Metro Manila Central Meridian of each zone, with a. Zone No. III Northing of 0 meter and an Easting of b. Zone No. IV 500,000 meters c. Zone No. V c. Intersection of the Equator and the d. Zone No. VI Central Meridian of each zone, with Northing of 0 meter and an Easting of 183. PPCS-PTM Zone Assignment of 100,000 meters Provinces: Quezon Province - Mun. d. Intersection of the Equator and the East of 122 E. Longitude Central Meridian of each zone, with a. Zone No. III Northing of 0 meter and an Easting of b. Zone No. IV 400,000 meters c. Zone No. V d. Zone No. VI 178. Philippine Plane Coordinate System (PPCS): Projection is ______? 184. PPCS-PTM Zone Assignment of Provinces: Albay Downloaded by Jones Gersaniva ([email protected])  lOMoARcPSD|4639362 a. Zone No. III d. N 14° 33’ 41.000” b. Zone No. IV c. Zone No. V 191. The description of Triangulation d. Zone No. VI Station Balanacan (PPCS- PTM/PRS92): Longitude is ____? 185. PPCS-PTM Zone Assignment of