DMC 2010-13 PDF

DMC 2010-13 1. ________ shall be fixed in a position on the surface of the earth by monuments of permanent nature. a. Topographic Surveys b. Control Surveys c. Consolidation Surveys d. Subdivision Surveys 2. As per Sections __ and __, DAO No. 2007-29, the con...

DMC 2010-13 1. ________ shall be fixed in a position on the surface of the earth by monuments of permanent nature. a. Topographic Surveys b. Control Surveys c. Consolidation Surveys d. Subdivision Surveys 2. As per Sections __ and __, DAO No. 2007-29, the control surveys are defined and classified into geodetic and project control surveys. a. 1, 30 b. 3, 28 c. 4, 28 d. 3, 20 3. All Geodetic Control Surveys shall be conducted in the ________ using survey grade GNSS receivers. a. Luzon Datum of 1911 b. World Geodetic System 1984 c. Philippine Reference System of 1992 d. Philippine Geoid Model (PGM-2014) 4. The calibration/testing and registration of the instrument prior to their use shall be in accordance with Section ___, DAO No. 2007-29. a. 24 b. 16 c. 9 d. 22 5. The project area selected shall be based on the recommendation of the ________ concerned. a. Regional Executive Director b. Deputy Executive Director c. National Executive Director d. Municipal Executive Director 6. The person to be authorized to conduct the survey shall be a qualified professional pursuant to________, otherwise known as the Philippine Geodetic Engineering Act of 1998, as amended. a. RA 8570 b. RA 8590 c. RA 8560 d. RA 8550 7. 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. HLURB 8. 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 9. Organization of the Geodetic Control Survey Party – The _______ and its component shall be as determined by the Project Contractor or the Chief of Party. a. Survey Team b. Survey Party c. Private Survey Team d. Private Survey Party 10. _________ - for general supervision, coordination activities, administrative and other related matters. The Chief of Party shall be a licensed Geodetic Engineer and his/her qualifications should conform to the requirements under Article 3, DAO No. 2007-29 and RA 8560, as amended. a. Project Main Office b. Project Main Headquarters c. Head Office d. Project Head Office 11. Office Operations – for data research, computations, cartographic, and other related activities. Manpower shall include computer literate personnel with knowledge on ______processing software. a. GNSS b. GE Surv c. AutoCAD d. NMAX 12. Field Operations – for reconnaissance, ______ setting, observations, and other related activities. a. Control Point b. Boundary c. Monument d. Road 13. All personnel in the three components mentioned above shall be listed in the proposed________. The Geodetic Control Survey Project shall be composed of licensed geodetic engineers which include the Chief of Party, Assistant Chief of Party and instrument observer, in consonance with the provisions of RA 8560, as amended. a. Geographic Work Plan b. Work Plan c. Geodetic Control Work Plan d. Topographic Control Plan 14. Geodetic Control Work Plan – The Work Plan shall be composed of Project Management and Technical Plans. The ______ with the aforementioned documents together with the sketch plan of the project site shall be forwarded to the NAMRIA for approval before the commencement of the project. a. Work Plan b. Control Plan c. Financial Plan d. Survey Plan 15. _______: It shall include activity costing and the bill of materials both for the office and field operations. The estimated miscellaneous expenses such as photocopying of documents, blue printing of maps, certification fees, etc. shall also be included. a. Survey Plan b. Work Plan c. Sketch Plan d. Financial Plan 16. Equipment complement for the project and their corresponding allocation in the different phases of work, both in the office and in the field. The surveying instruments to be indicated in the plan should be registered in accordance with Section ____ of DAO No. 2007-29. a. 23 b. 22 c. 25 d. 24 17. The estimated duration of the project expressed in number of days as per component project activities shall be presented in an _____Graph, Time and Motion Diagram, PERT-CPM, etc. In the determination of project duration, the nature of the terrain and other physiographic features as shown in the Topographic map should be considered. a. Work b. Survey c. Number d. Activity 18. Technical Plan: Using available NAMRIA Topographic Map of the area, the estimated boundary sketch of the project site shall be plotted on appropriate scale. This shall be used as the base map for the Geodetic Network ______. a. Design b. Structure c. Plan d. Layout 19. Technical Plan: The estimated number of control points to be established and their proposed locations shall be shown on the project site_____. a. Plan b. Development c. Map d. Data 20. Technical Plan: The proposed ______ measurement activities shall be included if NAMRIA has no available data for the area. a. Topographical b. Geodetic c. Spherical d. Leveling 21. Data Research and Old Monuments Inventory – The individual status of reference points of previously established Geodetic Control and Project Control Network adjacent to or within the project area shall be researched, evaluated and verified on the ground. Their corresponding Geographic Position and Plane Coordinates (GPPC), both in the Local and in the Philippine Plane Coordinate System (PPCS), shall be determined. Only stable or undisturbed control or reference points shall be considered in the design of Control Network. Moreover, the established PRS92 control points in the area which were validated and approved by NAMRIA shall also be included in the project design. The monument recovery report shall be accomplished using the prescribed form as illustrated in Annex ____ of this Manual. a. XIX b. XXI c. XXV d. XXII 22. Notification of Survey - The following shall be notified in ____ before the conduct of the survey, if applicable. a. Writing b. Advance c. Letter d. Person 23. Notification of Survey - The Provincial _____ Office thru the Provincial Engineer’s Office. a. Mayor’s b. Governor’s c. Engineer’s d. Chief’s 24. Notification of Survey - The _____ concerned a. LENRO b. TENRO c. PENRO d. CENRO 25. Notification of Survey - The ____ District Engineer’s Office a. DWPH b. MMDA c. DENR d. DPWH 26. Notification of Survey - The City or Municipal _______ thru the City or Municipal Engineer’s Office. a. Mayor b. Governor c. Engineer d. Chief 27. Notification of Survey - The ____ of the Field Office of an agency which has jurisdiction over a land wherein at least one survey station or control point/reference monument will be established. a. Supervisor b. Leader c. Chief d. Head 28. ______ Network Design - The network of controls covering the project site shall be plotted on the map as mentioned in Section 5.b of this Manual. The network design shall be composed of recovered/new control points and shall serve as guide in the conduct of actual ground survey. a. Survey b. Geotechnical c. Geodetic d. Geographical 29. ______Length – the conduct of survey shall start from an established PRS 92 control point and shall end at another PRS 92 control point (check base) for checking purposes. In order to ensure their correctness, the following shall be taken into consideration: a. Baseline b. Tie line c. Known line d. Azimuth 30. The baseline length for the Primary Geodetic Network (First and Second Order) shall be in accordance with the nominal space as provided for Section___ , DA0 2007-29. a. 28 b. 29 c. 26 d. 27 31. Designing ______ of Controls – The inter-visibility of stations are not necessary in order to have a good Network Geometry in the GNSS observations. However, in the preparation of the Network Design, it is necessary that the points selected can be occupied, located in a stable ground and shall not be affected by any construction activities in the near future. Swampy or loose soil areas should be avoided. a. Connection b. Link c. Group d. Network 32. In the Network Design, the following shall be considered: The terrain and the _____features of the project area a. Physiographic b. Geographic c. Geodetic d. Geographical 33. In the Network Design, the following shall be considered: The availability of old _______Controls a. Physiographic b. Geographic c. Geodetic d. Geographical 34. In the Network Design, the following shall be considered: Number of GNSS Receivers. More than ______Receivers are sufficient for the purpose. a. Three (3) b. Four (4) c. Five (5) d. Six (6) 35. In the Network Design, the following shall be considered: Appropriate number and length of observations. These are dependent on the type of ______ (single or dual) to be used and the purpose of the survey. a. Receivers b. Instruments c. Equipment d. Tools 36. The following shall apply in the preparation of the map of the project site: The available NAMRIA _____ Map on the area shall be used as base map. a. Location b. Topographic c. Cadastral d. Base 37. The following shall apply in the preparation of the map of the project site: All the ____controls (Old Control Points) based on the available records shall be plotted. a. Station b. Point of c. Location d. Fixed 38. The following shall apply in the preparation of the map of the project site: The Points to be ______ shall be approximately plotted on the selected locations. a. placed b. established c. corrected d. saved 39. The following shall apply in the preparation of the map of the project site: _____ shall be taken to scale the map correctly. The distance between points is an important factor. a. Carefulness b. Order c. Safety d. Caution 40. The following shall apply in the preparation of the map of the project site: Each station shall be numbered in accordance with Section __ of this Manual. a. 14 b. 15 c. 16 d. 17 41. The following shall apply in the preparation of the map of the project site: The _____ Design’s final map may be modified upon the conduct of Field Reconnaissance. a. Survey b. Control c. Network d. Topographical 42. Section 13: The lines connecting the control points within the network should create closed polygons with the _______ number of sides, such as triangles that will create a rigid network. a. Maximum b. Minimum c. Significant d. Minimal 43. The Network shall be designed so that all stations or points included therein have at least _____ known PRS 92 control points. a. 2 b. 3 c. 4 d. 5 44. The designed should have an adequate amount of Redundancy, or additional measurement over and beyond the absolute minimum required considering that the main objective is to have a required precision of the control point’s final coordinates. As such, a ______ number of known points should be included, with as many cross-ties and repeated measurements as possible. a. Optimal b. Minimal c. Significant d. Substantial 45. Schedules for the field _______shall also be included in the plan. The field observations shall be timed when the Position Dilution of Precision (PDOP) is low. A low PDOP value indicates a higher probability of accuracy. a. Prediction b. Observation c. Diversion  d. Immersion 46. Section 14: Reconnaissance of the area shall be conducted to determine if there are control points that need to be transferred from their proposed sites to ______ weak geometric figures. a. Solidify b. Correct c. Strengthen d. Reinforce 47. During the reconnaissance, the following shall be determined: Accessibility of the proposed ______ of the control points. They should not be within an on-going or a proposed construction road or structures; a. Site b. Project c. Survey d. Locations 48. _________stability of the proposed location. It should support the permanency of the monuments. They should be far from the areas prone to flooding, land slides, peoples activity route, and others which will cause the probable disturbance of the monuments. a. Network b. Physical c. Ground d. Topographical 49. The best route to reach each survey station (in any type of weather and at any time of the day or night). The route map shall be drawn and the directions are written so that the survey team shall easily find the ______. a. Project b. Location c. Site d. Land 50. Proximity of radio station towers that may possibly disrupt transmission of data and presence of any obstructions above ___ of the horizon. a. 35° b. 45° c. 30° d. 15° 51. Estimated travel time between stations. The ______from the field office to the project site shall also be determined. This shall serve as input in the finalization of the Work Plan of the project. a. Leaving Time b. Travel time c. Departure Time d. Arrival Time 52. Actual number of the ___ control points to be recovered by the survey team and their corresponding status on the ground. a. Old b. Existing  c. Pre-existing d. New 53. The ______ owners from whom to obtain the permission to enter the premises where the survey stations are proposed to be established, or if the owners are already known, secure the said permission. a. Land b. Project c. Parcel d. Private property 54. Geodetic Control Monuments - The position of reference points shall be defined and marked on the ground by monuments of permanent ______ in the form of a square base frustum illustrated in Annex III.A.1 of this Manual and in accordance with the following standards a. Nature b. Appearance c. Surrounding d. Environment 55. Dimension of Survey Control Monuments: What is the top cross-section of the first order of accuracy? a. 30 x 40 cm b. 30 x 50 cm c. 30 x 60 cm d. 30 x 30 cm 56. Dimension of Survey Control Monuments: What is the top cross-section of the second order of accuracy? a. 30 x 40 cm b. 30 x 50 cm c. 30 x 60 cm d. 30 x 30 cm 57. Dimension of Survey Control Monuments: What is the top cross-section of the third order of accuracy? a. 35 x 40 cm b. 20 x 20 cm c. 25 x 25 cm d. 30 x 30 cm 58. Dimension of Survey Control Monuments: What is the top cross-section of the fourth order of accuracy? a. 35 x 40 cm b. 20 x 20 cm c. 25 x 25 cm d. 30 x 30 cm 59. Dimension of Survey Control Monuments: What is the bottom cross-section of the first order of accuracy? a. 40 x 40 cm b. 35 x 35 cm c. 25 x 25 cm d. 60 x 60 cm 60. Dimension of Survey Control Monuments: What is the bottom cross-section of the second order of accuracy? a. 40 x 40 cm b. 35 x 35 cm c. 25 x 25 cm d. 60 x 60 cm 61. Dimension of Survey Control Monuments: What is the bottom cross-section of the third order of accuracy? a. 40 x 40 cm b. 35 x 35 cm c. 25 x 25 cm d. 60 x 60 cm 62. Dimension of Survey Control Monuments: What is the bottom cross-section of the fourth order of accuracy? a. 40 x 40 cm b. 35 x 35 cm c. 25 x 25 cm d. 60 x 60 cm 63. Dimension of Survey Control Monuments: What is the length in the first order of accuracy? a. 100 cm b. 110 cm c. 120 cm d. 130 cm 64. Dimension of Survey Control Monuments: What is the length in the second order of accuracy? a. 100 cm b. 110 cm c. 120 cm d. 130 cm 65. Dimension of Survey Control Monuments: What is the length in the third order of accuracy? a. 100 cm b. 110 cm c. 120 cm d. 130 cm 66. Dimension of Survey Control Monuments: What is the length in the fourth order of accuracy? a. 100 cm b. 110 cm c. 120 cm d. 130 cm 67. Dimension of Survey Control Monuments: What is the Above Ground measurement in the first order of accuracy? a. 10 cm b. 20 cm c. 30 cm d. 40 cm 68. Dimension of Survey Control Monuments: What is the Above Ground measurement in the second order of accuracy? a. 10 cm b. 20 cm c. 30 cm d. 40 cm 69. Dimension of Survey Control Monuments: What is the Above Ground measurement in the third order of accuracy? a. 10 cm b. 20 cm c. 30 cm d. 40 cm 70. Dimension of Survey Control Monuments: What is the Above Ground measurement in the fourth order of accuracy? a. 10 cm b. 20 cm c. 30 cm d. 40 cm 71. Dimension of Survey Control Monuments: What is the Below Ground measurement in the first order of accuracy? a. 70 cm b. 80 cm c. 90 cm d. 100 cm 72. Dimension of Survey Control Monuments: What is the Below Ground measurement in the second order of accuracy? a. 70 cm b. 80 cm c. 90 cm d. 100 cm 73. Dimension of Survey Control Monuments: What is the Below Ground measurement in the third order of accuracy? a. 70 cm b. 80 cm c. 90 cm d. 100 cm 74. Dimension of Survey Control Monuments: What is the Below Ground measurement in the fourth order of accuracy? a. 70 cm b. 80 cm c. 90 cm d. 100 cm 75. Markings of Reference Monuments - They shall be marked on top with engraved letters and shall consist of five (5) parts namely, ______ Code, Control Point Number, Year Established, Order of Accuracy and the office or entity that established the Reference Monument. Illustration is found in Annex III.A.1 of this Manual. a. Provincial b. Municipal c. Regional d. National 76. Markings of Reference Monuments: The List of Provinces and their corresponding ___ is found in Annex IV of this Manual. The NAMRIA shall be consulted for assignment of Code to the newly created provinces. a. Stamp b. Date c. Ledger d. Code 77. Markings of Reference Monuments: The numbering of control points shall be from 1 to 3000 for those established by _____ and 3001 and so forth for those established by LMB/LMS and other entities. a. DENR b. CENRO c. NAMRIA d. PENRO 78. Markings of Reference Monuments: The name of the office or entity that _______ the control point shall be inscribed using only one word which could either be an acronym, company name or surname of a person a. Established b. Created c. Listed d. Recovered 79. Markings of Reference Monuments: To avoid duplication of numbers, the establishing entity shall coordinate with ______ for the First and Second Order control points and with the concerned LMS Regional Office for the Third and Fourth Order control points. The LMS shall furnish the data to LMB on the established control points for the updating of the Reference Points National Database. a. DENR b. CENRO c. NAMRIA d. PENRO 80. Markings of Reference Monuments: All the letters and numbers shall be in “_____ Bold” Font type, all capital and shall be 2.5 cm in height, 2 cm in width and 0.4 cm in thickness with margins not less than 2 cm. along the edge of the monument to give allowance for chipping. a. Times New Roman b. Arial c. Calibri d. Gothic 81. Markings of Reference Monuments: It should bear the mark “____ PROP” which stands for government property. a. GOVT b. GVT c. GOV d. GVRNMT 82. Selection of Location for Establishing Reference Monuments – The monuments shall be established as close as possible to the position as stated in the ______ taking into consideration the objective of preventing its destruction and loss. a. Network Design b. Survey Design c. Connection Design d. Geographical Design 83. The control point shall be identified by its complete geographic position which shall be expressed in latitude, longitude and________. a. Azimuth b. Bearing c. Distance d. Elevation 84. The establishment of geodetic control covering the First and Second Order Accuracy shall be done only using a _____ Receiver. There shall be at least three (3) receiver units per survey team. The employment of more than four (4) Receivers is preferable. a. GPS b. RTK c. Drone d. GNSS 85. The GNSS receivers to be used in the conduct of ground survey shall undergo calibration/testing and registration pursuant to Section 22 of________. a. DAO No. 2007-29 b. DAO No. 2007-28 c. DAO No. 2007-27 d. DAO No. 2007-26 86. Connection to existing controls - Connection shall be made to control of the same or higher Order of Accuracy with the following number of observations: To achieve 1st Order, there should be a minimum of __ observations. a. 3 b. 1 c. 2 d. 4 87. Connection to existing controls - Connection shall be made to control of the same or higher Order of Accuracy with the following number of observations: To achieve 2nd Order, there should be a minimum of __ observations. a. 3 b. 1 c. 2 d. 4 88. Connection to existing controls - Connection shall be made to control of the same or higher Order of Accuracy with the following number of observations: To achieve 3rd Order, there should be a minimum of __ observations. a. 3 b. 1 c. 2 d. 4 89. Project Control Surveys shall be conducted in order to establish set of ______ points for a Cadastral Survey, Public Land Subdivision Survey, Townsite Reservation, and other similar survey projects which cover a whole or a portion of municipality or city, with accuracies belonging to Primary Control or Third Order Geodetic Survey, Secondary Control or Fourth Order Geodetic Survey and Tertiary Control. The kinds of reference monuments are listed in Section 34, DAO No. 2007-29. a. Control b. Reference c. Survey d. Important 90. Organization of the Survey Party – The survey party shall be the Survey Control Team of the survey projects mentioned in Section 29 of this Manual. However, if the Project Control is an independent project, the survey party shall be established with at least three (3) major components as listed in Section 4 of this Manual. The conduct of project control independent from a cadastral survey shall be the function of the LMS Survey Team. If the said group is unavailable, the project may be done through a Contract with a qualified Private Geodetic Engineer/Contractor pursuant to RA______. a. 9182 b. 9183 c. 9184 d. 9185 91. Project Control Work Plan – The work plan for the conduct of Project Control is included in the work plan of the survey project where it is a component, e.g. Cadastral Survey Management Plan (CSMP) of the Cadastral Survey Project where the establishment of Main and Subsidiary Controls, are incorporated. However, if the Project Control is an independent project, the provisions of Section 5 of this Manual shall apply. Once the Project Control Work Plan is approved, there shall be no changes to be made therein without prior approval of the ____ for Lands concerned. a. RTA b. RTB c. RTC d. RTD 92. If the Survey Control is an independent project, the survey team shall establish and maintain a survey office properly identified with a signboard _______ centimeters in dimension, in the poblacion of the municipality/city to be surveyed. The office shall be maintained until the final inspection of field operations by the Chief, Regional Surveys Division, and shall be closed only upon the written permission of the RTD for Lands concerned. a. 60 x 120 b. 70 X 120 c. 80 X 120 d. 90 X 120 93. Network Design or Scheme – A map of the project site, which shall form part of the Work Plan as mentioned in Section 32 of this Manual, shall be prepared and the network of controls shall be plotted therein following the provisions stated in Sections 5, 8 to 14 of this Manual. It shall also contain a location plan drawn in appropriate ____ with the indicated approximate distance of the project from the poblacion of the municipality or center of the city and show the nearest place of point accessible to transportation. This shall serve as guide in the conduct of actual ground survey. The order of accuracy to be used shall be governed by the area of the project as provided for in Section 28.b of DAO No. 2007-29. a. Size b. Length c. Scale d. Dimension 94. The ________ of the area shall be conducted to determine if there is a need to amend the proposed locations of the control points plotted in the Network Design to achieve rigid geometric figure. a. Reconnaissance b. Observation c. Planning d. Survey 95. When the instrument to be used in the establishment of Project Control is a combination of GNSS and Total Station, provisions from Section 29 to 45 of this Manual shall be followed. The geodetic engineers shall have the options to switch either to the GNSS mode or to the ____mode of the instrument to make use of the advantages of both system (i.e. GNSS- line of sight not required between measured points but requires long period of observations; ETS- not requiring horizon clearance but requires inter-visibility of stations). a. ETA b. ETD c. ETS d. ETF 96. Grid Azimuth - The grid azimuth to be used in the Cadastral Project shall be derived from the PRS92 grid coordinates. The following provisions shall apply in connection with the _____-based determination of grid azimuth: a. PRS92 b. WGS84 c. LUZON DATUM 1911 d. GNSS 92 97. Political Boundary Survey – refers to the establishment of political boundary monuments ______the boundary lines of the entire city/municipality and their component barangays. a. Hiding b. Defining c. Correcting d. Elevating 98. The provisions of DAO 2008-14 dated August 05, 2008, otherwise known as the Guidelines on the Conduct of Bidding and Awarding of Cadastral Survey Projects Contracts Pursuant to______, and Section 3 of this Manual shall apply in awarding of survey project except that the Survey Order shall be issued by the RED who has jurisdiction over the area, upon recommendation of the Regional Bids and Award Committee (RBAC) headed by the Regional Technical Director (RTD) for Lands. a. RA 9184 b. RA 8560 c. RA 7630 d. RA 9183 99. The Survey Order issued over a Cadastral Survey Project shall cover this activity, if executed as part of the said project. However, if the Political _______ is an independent project, the geodetic engineer who is hired by the LGU concerned to conduct the survey shall be required to submit a Resolution of the Local Council thereof. The conduct of the said survey shall be subject to the issuance of the corresponding Survey Authority by the RTD for Lands concerned upon submission of the other documentary requirements pursuant to DAO No. 2007-29. a. Topographic Survey b. Boundary Survey c. Cadastral Survey d. Parcellary Survey 100. Political Boundary Monuments - The position of the Political Boundary Monuments shall be defined and marked on the ground by monuments of permanent nature in the form of a square base frustum and in accordance with the specifications on the 3rd and 4th Order Accuracy found in Section 15 of this Manual, for the Municipal and Barangay boundaries, respectively, except that the projection below the ground is ___centimeters as illustrated in Annex III.B.1 and 2 of this Manual. a. 70 b. 80 c. 90 d. 100 101. All properties covered by approved survey whether titled or not, shall be properly reflected on the ______ map. Efforts should be made to have a complete inventory thereof and plot them in the _______ map. a. Cadastral b. Sketch c. Location d. Base 102. Special care shall be taken when sketching lot claims along the _____ or proposed roads, railways, man-made canals, etc. As much as possible, claims traversing these features shall not be allowed. The Sketching Team shall make it a point to reflect the road network, right- of-way, facilities, and other improvements in the Sketch Map. a. Hidden b. Shown c. Existing d. Owned 103. The sketching and setting of monuments of lots that include or adjoin bodies of _____ shall take into consideration the provisions of RA 1273, PD 705 and DAO 13, series of 1992. a. Land b. Water c. Air d. Terrain 104. For the lands bordering the sea or its arm: ______ lands shall be sketched as a separate cadastral lot and clearly indicated on the sketches, field notes and survey plans as foreshore lands. The corners that fall into the sea shall not be marked with monument but a witness monument shall be established along the shoreline at the low tide level and shall be indicated on the sketches by appropriate survey symbols. Concrete monuments, galvanized iron spike, fixed rocks, boulders or wooden post shall be set to define the corner of the claim along the shoreline at the low tide level. a. High b. Foreshore c. Private d. Occupied 105. The Nature of Lot Monuments – After the lot was subjected to BAP and sketching, the position of corners of boundary lines shall be defined and marked on the ground by ______ of permanent nature, except when such corners situated near physiographic or natural features. Whenever possible, all the lot corners which were identified in the Sketch Map and in the PIS shall be marked with standard concrete monuments. The first and last corner situated near natural boundaries shall be marked with monument. a. Symbols b. Figures c. Monuments d. Logos 106. The individual lot survey shall only be conducted after the ___-day posting of the PIS. The PIS shall be posted in Barangay Halls/Centers for cadastral projects for ___ days, and such posting shall be certified by the Barangay Chairman concerned. a. 10 b. 30 c. 50 d. 60 107. All lands of the Public domain shall be surveyed as one lot with the authority of the_____. Private claim inside unclassified areas shall not be surveyed. a. RAD b. ROD c. RID d. RED 108. All patented mineral lands within a cadastral project shall be surveyed as regular lots of the project in accordance with the plan of each survey as approved. All other mineral land surveys shall be projected by their tie lines or by coordinates and shall be indicated on the cadastral maps by dotted line. The Geodetic Engineer concerned shall research the documents needed with the regional office of the____________________. a. Mines and Geosciences Bureau (MGB) b. Mines and Geodetical Bureau (MGB) c. Mines and Geospatial Bureau (MGB) d. Mines and Geotechnical Bureau (MGB) 109. Data Research and Old Monuments Inventory – The provisions of Section 33 of this Manual shall apply. Moreover, the list of ______ surveys and all surveys filed for registration together with the corresponding status thereof whether decreed, pending, dismissed, etc. shall also be collated to be used as reference data. Efforts shall be exerted to identify and collate the data of all the isolated surveys in progress within the project area. Relative thereto, all requests for Survey Authority therein shall not be allowed unless the survey is to be conducted by the Pls Survey Project Chief. In addition, survey returns of lots subject of verification in the LMS concerned shall be forwarded to the Pls Survey Project Chief for inclusion in the project. a. Agreed b. Adjoined c. Approved d. Adjacent 110. Tie Lines – A tie line shall be a straight line with known ______________ expressed in degrees, minutes and seconds computed based on the position of corner 1 of the lot from an established reference monument. a. latitude and longitude b. bearing and distance c. azimuth and distance d. elevation and height 111. Original survey of land and the setting of monument for the purpose of public land application for Homestead, Free Patent, Sales, and other modes of disposition under CA 141, as amended, otherwise known as the________, shall be conducted following pertinent provisions of Sections 115 to 128 of this Manual. Restrictions regarding the adjoining natural features shall be observed. Moreover, limitations pertaining to land areas based on existing laws shall be applied. a. National Land Act b. Public Land Act c. Government Land Act d. Municipal Land Act 112. The Longitude shall be determined by means of ______ circuit or loop traverse starting from reference points of known geographic positions. a. Closed b. Open c. Connected d. Parallel 113. The ______ may be determined by lines of levels starting from bench marks of known elevation, by trigonometric leveling, spirit leveling or by means of barometer/altimeter. a. Azimuth b. Distance c. Bearing d. Elevation 114. The ______ of all lines of survey lines shall be reckoned from the south as zero direction following clock wise of the quadrants. This shall be carried from the astronomical azimuth of one or more lines of the survey. a. Azimuth b. Distance c. Bearing d. Elevation 115. Surveys for geographic and scientific investigations, experiments and all other surveys not otherwise mentioned in this Manual shall be made in accordance with special instructions which may be issued for the purpose following the tertiary accuracy of an isolated survey. This shall be designated as _________ which cannot be a subject of titling and must be clearly stated on the plan. a. “Special Work Order” (Swo) b. “Important Work Order” (Iwo) c. “Agreed Work Order” (Awo) d. “Emergency Work Order” (Ewo) 116. The conduct of mineral land survey shall be in accordance with the procedures and standards set by the Mines and Geosciences Bureau (MGB) under DAO No. 96-40 pursuant to the pertinent provisions of RA No. 7942, otherwise known as the____________. a. Philippine Mining Act of 1993 b. Philippine Mining Act of 1994 c. Philippine Mining Act of 1995 d. Philippine Mining Act of 1996 117. The conduct of the survey shall only proceed after the enactment of the corresponding law by Congress adopting the final report of the ____________ as a result of their assessment/delineation of forestland boundary pursuant to DAO No. 2008-24. a. Regional Assessment and Delimitation Team (RADT) b. Regional Assessment and Delineation Team (RADT) c. Regional Assessment and Delinear Team (RADT) d. Regional Assessment and Deportation Team (RADT) 118. The Survey Party tasked to conduct the survey shall be composed of Geodetic Engineers of the Field Network Survey Party (LMS), at least two (2) members of the RADT (FMS) and a representative of________. a. NAMRIA b. CENRO c. PENRO d. DENR 119. Delimitation of Forest Boundary Line – The following shall apply in the conduct of forest boundary line: The Survey Order shall be issued in accordance with Section 16 of DAO No. 2007- 29. The issuance thereof shall be supported by the law passed by Congress for the purpose and the corresponding_______________________________. a. Forestland, National Place, Agricultural Area Boundary Map (FNPABM) b. Forestland, National Place, Agricultural Land Boundary Map (FNPABM) c. Forestland, National Parks, Agricultural Area Boundary Map (FNPABM) d. Forestland, National Parks, Agricultural Land Boundary Map (FNPABM) 120. _____________ survey shall be conducted with prior written notice to all the claimants thereof, provincial, municipal and barangay officials, cultural/tribal communities, appropriate government and private entities, and other parties concerned. The said survey shall commence not earlier than five (5) days upon receipt of such notice. If there are nearby or adjacent on- going survey projects, the Head of the Team/Party executing said survey shall be informed in writing for purposes of work coordination. a. Topographic b. Delimitation c. Cadastral d. Isolated 121. In lieu of duplicate hard copies of the aforementioned documents, the same shall be submitted in digital forms, i.e. scanned image for certifications, excel files for computations and data, and auto-cad drawing files. Additional technical document that the ________ may deemed necessary may be required from the geodetic engineer/contractor, and shall be stated in the project contract. a. NAMRIA b. CENRO c. PENRO d. DENR 122. Established Controls Points – The ______ shall be prepared In accordance with provisions of Section 166.d of this Manual, except that the control points are in the 3rd and 4th Orders and plotted on the Project Control Map. a. survey forms b. survey returns c. survey plans d. survey equipment 123. _____________ – shall be prepared on LMB prescribed form for each case/barangay, each bearing the original signature of the Chief of Party, dry sealed, duly notarized and submitted as part of the survey returns. The document shall contain the names of claimants of adjoining parcels listed in numerical order of said adjoining parcels. The manner and date of notification relative to contested lots shall be noted in the certificate. a. Geodetic Engineer’s Signature b. Geodetic Engineer’s Certificate c. Geodetic Engineer’s Dry Seal d. Geodetic Engineer’s ID Card 124. _____________ – The updated copy of the Progress Map in a white print paper shall be submitted once every three (3) months to the LMS thru the Chief, Regional Surveys Division together with the periodic report of information on the progress of the survey. a. Progress Chart b. Progress Form c. Progress Document d. Progress Map 125. _______________– The cadastral lots and other details of the cadastral survey shall be plotted on the cadastral map on 54 x 54 centimeters with marginal lines 50 x 50 centimeters. a. Cadastral Maps (CM) b. Cadastral Charts (CC) c. Cadastral Forms (CF) d. Cadastral Documents (CD) 126. The cadastral maps shall comprise an area within the spheroidal quadrangle of one minute of arc in latitude and one minute of arc in longitude and shall be drawn in the PPCS/PTM-PRS 92 to the standard scale of _________ on a stable base drafting materials of uniform size of approximately 54 x 54 centimeters. a. 1:1000 b. 1:2000 c. 1:3000 d. 1:4000 127. ___________________, consisting of four or sixteen sheets, shall be drawn on a single sheet of the same material and size as the standard cadastral map in the scale of 1:8,000 or 1:16,000, respectively, to show parcels which would be too big on the standard scale of 1:4,000. The cadastral map number of the extreme southwestern cadastral map shall be used to designate the contiguous cadastral map number. If the extreme southwestern cadastral map number is CM 14° 24’ N- 120° 36’ E, the contiguous cadastral map number is CCM14° 24’ N- 120° 36’ E, scale 1:8,000 or CCM14° 24’ N - 120° 36’ E scale 1:16,000. a. Continuous cadastral maps (CCM) b. Contiguous cadastral maps (CCM) c. Corrected cadastral maps (CCM) d. Collective cadastral maps (CCM) 128. ____________________ of the cadastral project shall be prepared in accordance with procedure as stated in Annex XXII of this Manual on cadastral map size drafting film, 54 x 54 centimeters with marginal lines 50 x 50 centimeters. a. Political Boundary Maps (PBM) b. Political Boarder Maps (PBM) c. Political Bound Maps (PBM) d. Political Board Maps (PBM) 129. ______________________– This shall be drawn in a manner as stated in Annex XXII of this Manual on a cadastral map size drafting film, 54 x 54 centimeters with marginal lines of 50 x 50 centimeters. a. Case/Barangay Boarder and Index Maps (BBIM) b. Case/Barangay Boundary and Index Maps (BBIM) c. Case/Barangay Board and Index Maps (BBIM) d. Case/Barangay Bound and Index Maps (BBIM) 130. All plans of ______surveys which shall be used for administrative or judicial registration purposes shall be drawn on the LMB prescribed format. If, however, the plans were prepared using a computerized method, the Geodetic Engineer shall also secure authority from the LMB. Sample print-out of the survey form shall be submitted to the LMB for evaluation before their regular use in the preparation of survey returns. a. Cadastral b. Hydrographic c. Subdivision d. Isolated 131. Coordinates Lines – The Vertical and Horizontal center lines of plane coordinates divisible by five shall be accurately drawn on the original plan and inked in_______. a. Blue b. Green c. Red d. Yellow 132. The ________ line shall be drawn horizontally from left to the right marginal lines through corner one. The corresponding northing based on BLLM No. 1 shall be written above along the latitude line from the left hand border line of the plan towards the right while the geographic latitude shall be indicated below the northing. a. Latitude b. Longitude c. Grid d. Azimuth 133. Scale for _______ survey – The scale to be used in plotting survey shall depend on the difference in the northing of the extreme north and south corner or in the easting of the extreme east and west of the lots, whichever is bigger. Annex XXIV of this Manual provides the table on scale that shall be used in plotting _________ plan. a. Isolated b. Cadastral c. Hydrographic d. Drone 134. When a parcel is divided into many small lots, which, if plotted using any one of the one of the largest possible scales mentioned in Annex XXIV of this Manual would result in diminutive geometrical figures, the ___________ plans shall be prepared on two or more sheets on a uniform scale with each of its portions centered on the sheet in accordance with Paragraph a.4.(b) of this Section. The numbers of the sheets on which the other portion of the subdivisions are plotted, shall be properly indicated on the plan. a. Subdivision b. Isolated c. Hydrographic d. Drone 135. The _________ shall verify the correctness and technical accuracy of the survey returns of the First and Second Order Geodetic Control Surveys. a. CENRO b. PENRO c. DENR d. NAMRIA 136. _________ Evaluation shall be conducted to determine if the survey returns are complete as per List of Transmittal. a. Preliminary b. Technical c. Primary d. Data 137. ________ Evaluation shall be conducted in order to determine accuracy, analyze error in observation, and detect mistakes. a. Preliminary b. Technical c. Primary d. Data 138. _________ processing shall be conducted to distribute the random error using Least Squares method, check the Network Reference Factor (NRF), and launch the Chi Square Test. a. Basepoint b. Baseboard c. Base-level d. Baseline 139. There shall be __ old established GPS station/s within the area to be selected as the starting point for survey evaluation work. The observer shall see to it that there are no new structures built near the old GPS station that shall obstruct the satellite signals during observations. Otherwise, different established GPS station shall need to be occupied for the purpose. a. One b. Two c. Three d. Four 140. The old and the new GPS stations shall be connected, making a triangular or rectangular ______ polygon. a. Closed b. Remarkable c. Small d. Known 141. _________ shall be conducted in order to determine accuracy, analyze error in observation, detect mistake and determine the acceptability of the field observations and the map preparation. a. Technical Requirement Examining b. Technical Requirement Evaluation c. Technical Requirement Testing d. Technical Requirement Checking 142. Verify if the _________ angles were done by method of direction for two positions. The sum of the angles should not differ from 360° by 10” and the mean of the two positions should not differ from any of the readings by 5”. In a control consisting of traverse and triangulations, verify if the triangulation control is adjusted independently of the traverse. a. Vertical b. Acute c. Obtuse d. Horizontal 143. The computation for geodetic positions, least square adjustment of triangulation control and all other similar computation shall be carefully verified. In the form for intersections computation, the formula (either the sine or ______ formula) shall be also be evaluated. a. Tangent b. Cosine c. Cotangent d. Adjacent 144. The Verifiers shall stamp or write their name and affix signature on all pages of the field notes, computation sheets, and monument description book, etc. during the process of verification. If defective, prepare Pending Letter to the contractor informing him/her of the defects, to be signed by the _______ concerned. If found in order, the Chief of Regional Surveys Division shall sign the Project Control Map and other necessary documents and prepare endorsement letter to the concerned RTD for Lands for approval in accordance with Section 62, DAO 2007-29. a. RTD for Surveying b. RTD for Properties c. RTD for Projects d. RTD for Lands 145. __________ - The LMS shall verify the correctness and technical accuracy of the survey returns of the survey covering a __________________. a. Public Land Subdivision Survey b. Private Land Subdivision Survey c. Acquired Land Subdivision Survey d. Foreign Land Subdivision Survey 146. Required Standards for Issuance of Certification of Instrument Registration: Only Steel tapes (graduated in metric system) which are at standard length at temperatures between ______ degrees Celsius and ______ degrees Celsius shall be used in the conduct of land surveys. a. 27 & 37 b. 24 & 34 c. 23 & 33 d. 25 & 35 147. Required Standards for Issuance of Certification of Instrument Registration for an Engineer’s Transit: The Horizontal and Vertical Circles shall be full circles with Angular Units in____________. If the inside diameter of the Horizontal Circle is less than One Hundred Twenty millimeters (120 mm), the Least Reading of the Vernier shall be Thirty Seconds of Arc (30”) or more. a. Hexadecimal b. Sexagesimal c. Pentadecimal d. Nona decimal 148. Survey Symbols and Numbers for Plans - Survey symbols and numbers shall be used in order to classify and identify all kinds of surveys which facilitate the recording, filing and record keeping of survey plans and maps and their corresponding survey returns. - The first part shall be the Survey Symbol consisting of up to ________ characters such as H, Psu, Cadm, etc. which shall be in accordance with the Survey Symbols in Appendix A of this Regulation; a. six (6) b. five (5) c. four (4) d. three (3) 149. _____ – for a subdivision survey of a track of land under the coverage of Comprehensive Agrarian Reform Program (CARP), which will be issued Certificate of Land Ownership Allocation (CLOA) a. Amd b. Arf c. Psd d. Alc 150. In cases where the DENR initiates the cancellation of fake and illegal titles in accordance with Memorandum Circular No._________, otherwise known as the Guidelines in the Disposition of Cases involving Fake and Illegally Issued Title, the resolution of the case which provides for the cancellation of the title will serve as a reference for LMS to determine if the supposed approved survey covered thereof can likewise be subjected to cancellation or not. a. 2000-03 b. 2000-04 c. 2000-05 d. 2000-06 151. Supplementary Regulations - Whenever additional or supplementary regulations to this Manual is necessary, the same shall be issued by the LMB _____ in the form of LMB Memorandum Circular. a. Director b. Supervisor c. Chief d. Engineer 152. What is the new survey symbol of a Free Patent Application? a. Fp b. F c. Fpa d. Fa 153. What is the new survey symbol of a Group Settlement Survey? a. Gss b. Gs c. G d. Ggss 154. What is the new survey symbol of a Miscellaneous Sales Application: Individual? a. Msa b. Ms c. M d. Msi 155. What is not a Private Land Survey symbol? a. Ps b. Psu c. Pls d. Psu-G 156. What is an Untitled Property survey symbol? a. Gcn b. Gcs c. Ccn d. Cca 157. What is a Cadastral Land Survey symbol? a. Cl b. Caddi c. Ipb d. Cada 158. Conventional Map Symbols: What is the color of a lot corner monument and line? a. Red b. Black c. All Black d. All Red 159. Conventional Map Symbols: What is the color of a lot corner marked by stakes? a. Red b. Black c. All Black d. All Red 160. Conventional Map Symbols: What is the dimension of a corner of an old survey? a. 3 mm Diameter outer circle 1.5 mm diameter inner circle b. 4 mm Diameter outer circle 1.5 mm diameter inner circle c. 5 mm Diameter outer circle 1.5 mm diameter inner circle d. 6 mm Diameter outer circle 1.5 mm diameter inner circle 161. Conventional Map Symbols: What is the dimension of a bench mark? a. 1 mm Black lines b. 2 mm Black lines c. 3 mm Black lines d. 4 mm Black lines 162. Conventional Map Symbols: What is the dimension of a bridge? a. To scale b. To fit c. To size d. To length 163. PRS92 Provinces Codes: Ifugao a. IFO b. IFA c. IFU d. IFG 164. PRS92 Provinces Codes: Apayao a. APP b. APO c. APA d. APY 165. PRS92 Provinces Codes: Metro Manila a. MMA b. MET c. MAN d. MNL 166. PRS92 Provinces Codes: Antique a. ANT b. ATE c. ATQ d. ANQ 167. PRS92 Provinces Codes: Zamboanga Sibugay a. ZSI b. ZGS c. ZGN d. ZMB 168. PRS92 Provinces Codes: North Cotabato a. NRC b. CTR c. CTN d. NCC 169. PRS92 Provinces Codes: Sultan Kudarat a. SKT b. SKN c. SKA d. SKR 170. Transformation Formula from WGS84 to PRS92 Datum: 127.62195 meters = _____? a. ∆X b. ∆A c. ∆Z d. ∆Y 171. Transformation Formula from WGS84 to PRS92 Datum: 67.24478 meters = ______? a. ∆X b. ∆A c. ∆Z d. ∆Y 172. Transformation Formula from WGS84 to PRS92 Datum: 47.04305 meters = _______? a. ∆X b. ∆A c. ∆Z d. ∆Y 173. Transformation Formula from WGS84 to PRS92 Datum: -3.06762 seconds = ______? a. Rot Z b. Rot Y c. Rot X d. Rot A 174. Transformation Formula from WGS84 to PRS92 Datum: +4.90291 seconds = _______? a. Rot Z b. Rot Y c. Rot X d. Rot A 175. Transformation Formula from WGS84 to PRS92 Datum: +1.57790 seconds = ________? a. Rot Z b. Rot Y c. Rot X d. Rot A 176. Philippine Plane Coordinate System (PPCS), also known as the Philippine Transverse Mercator (PTM) Grid, are transformed from geographic coordinates to Cartesian coordinates on the Luzon 1911 Datum, determined through astronomical observations. PPCS-PTM was adopted as the reference system in the Philippines pursuant to Lands Circular No. 64, dated June 30, _____. a. 1965 b. 1964 c. 1963 d. 1962 177. Philippine Plane Coordinate System (PPCS): Point of Origin is _____? a. Intersection of the Equator and the Central Meridian of each zone, with Northing of 0 meter and an Easting of 200,000 meters b. Intersection of the Equator and the Central Meridian of each zone, with Northing of 0 meter and an Easting of 500,000 meters c. Intersection of the Equator and the Central Meridian of each zone, with Northing of 0 meter and an Easting of 100,000 meters d. Intersection of the Equator and the Central Meridian of each zone, with Northing of 0 meter and an Easting of 400,000 meters 178. Philippine Plane Coordinate System (PPCS): Projection is ______? a. Transverse Mercator, in Zones of two degrees net width b. Transverse Mercator, in Zones of three degrees net width c. Transverse Mercator, in Zones of four degrees net width d. Transverse Mercator, in Zones of five degrees net width 179. Philippine Plane Coordinate System (PPCS): Spheroid is ______ ? a. Clarke 1866 b. WGS84 c. PRS92 d. LUZON DATUM 1911 180. Philippine Plane Coordinate System (PPCS): Scale factor at the Central Meridian is ______? a. 0.99993 b. 0.99994 c. 0.99995 d. 0.99996 181. PPCS-PTM Zone Assignment of Provinces: Abra a. Zone No. III b. Zone No. IV c. Zone No. V d. Zone No. VI 182. PPCS-PTM Zone Assignment of Provinces: Metro Manila a. Zone No. III b. Zone No. IV c. Zone No. V d. Zone No. VI 183. PPCS-PTM Zone Assignment of Provinces: Quezon Province - Mun. East of 122 E. Longitude a. Zone No. III b. Zone No. IV c. Zone No. V d. Zone No. VI 184. PPCS-PTM Zone Assignment of Provinces: Albay a. Zone No. III b. Zone No. IV c. Zone No. V d. Zone No. VI 185. PPCS-PTM Zone Assignment of Provinces: Bohol a. Zone No. III b. Zone No. IV c. Zone No. V d. Zone No. VI 186. PPCS-PTM Zone Assignment of Provinces: Eastern Samar a. Zone No. III b. Zone No. IV c. Zone No. V d. Zone No. VI 187. PPCS-PTM Zone Assignment of Provinces: Basilan a. Zone No. III b. Zone No. IV c. Zone No. V d. Zone No. VI 188. PPCS-PTM Zone Assignment of Provinces: Tawi-tawi a. Zone No. III b. Zone No. IV c. Zone No. V d. Zone No. VI 189. The description of Triangulation Station Balanacan (PPCS-PTM/PRS92): Spheroid is ______ ? a. Clarke 1866 b. WGS84 c. PRS92 d. LUZON DATUM 1911 190. The description of Triangulation Station Balanacan (PPCS-PTM/PRS92): Latitude is _____? a. N 11° 33’ 41.000” b. N 12° 33’ 41.000” c. N 13° 33’ 41.000” d. N 14° 33’ 41.000” 191. The description of Triangulation Station Balanacan (PPCS-PTM/PRS92): Longitude is ____? a. E 121° 51’ 03.000” b. E 121° 52’ 03.000” c. E 121° 53’ 03.000” d. E 121° 54’ 03.000” 192. The description of Triangulation Station Balanacan (PPCS-PTM/PRS92): Geoid-Spheroid separation is _____? a. 0.31 meters b. 0.32 meters c. 0.33 meters d. 0.34 meters 193. The azimuth from triangulation station “Balanacan” to triangulation station “Baltazar” is 9o12’ 37.000” and the distance is _________ meters. The back azimuth is 189o 11’ 50.60”. a. 37,680.90 b. 37,680.91 c. 37,680.92 d. 37,680.93 194. Classification and Standard of Accuracy (As per Section 28, DAO 2007-29): Angular error of closure not to exceed ______ for primary traverse. a. 1”.5 √P b. 2”.5 √P c. 3”.5 √P d. 4”.5 √P 195. Classification and Standard of Accuracy (As per Section 28, DAO 2007-29): Angular error of closure not to exceed ______ for secondary traverse. a. 9”.0√S b. 10”.0√S c. 11”.0√S d. 12”.0√S 196. Classification and Standard of Accuracy (As per Section 28, DAO 2007-29): Angular error of closure not to exceed ______ for tertiary traverse. a. 30”.√T b. 31”.√T c. 32”.√T d. 33”.√T 197. Classification and Standard of Accuracy (As per Section 28, DAO 2007-29): No. of observations (Positions with 1” Theo.) for primary traverse is _____. a. 1 b. 2 c. As required d. 0 198. Classification and Standard of Accuracy (As per Section 28, DAO 2007-29): No. of observations (Positions with 1” Theo.) for secondary traverse is _____. a. 1 b. 2 c. As required d. 0 199. Classification and Standard of Accuracy (As per Section 28, DAO 2007-29): No. of observations (Positions with 1” Theo.) for tertiary traverse is _____. a. 1 b. 2 c. As required d. 0 200. An easement of lands bordering the seas, gulfs, bays, or ports measured landward from the interior limit of the shoreline. a. Salvage Zone b. Shoreline c. Foreshoreland d. Easement of Coast Police -END-