GELE Cadastral Surveys & Land Laws — Subdivision and Consolidation SurveysRevision Notes
Quick revision notes for Subdivision and Consolidation Surveys — the one-page refresher for GELE aspirants. Every item on this page has appeared in recent GELE Cadastral Surveys & Land Laws papers, so revising these is the shortest path to a confident performance in Professional Regulation Commission (PRC) — Board of Geodetic Engineering's GELE 2026.
Exam context
On the GELE 2026, the Cadastral Surveys & Land Laws subtest carries a "Core" weight in Professional Regulation Commission (PRC) — Board of Geodetic Engineering's pattern. Subdivision and Consolidation Surveys lands at position 2nd out of 5 in the standard review order. Target score is 70% weighted average, no sub-test below 50%, and roughly a meaningful share of items come from Cadastral Surveys & Land Laws on a typical GELE paper.
Subdivision and Consolidation Surveys - Revision Notes
Subdivision and consolidation surveys are among the most frequently tested topics in the PRC Geodetic Engineer Licensure Examination under Cadastral Surveys & Land Laws. A subdivision survey divides one registered parcel into two or more lots, each requiring its own technical description, area computation, and monumentation. A consolidation survey merges two or more adjoining parcels into one, removing interior boundaries. A consolidation-subdivision (Cons-Subd) plan does both sequentially. These surveys are governed by RA 4374 (as amended by RA 8560), PD 1529 (Property Registration Decree), and CA 141 (Public Land Act), and all plans must be approved by the Land Registration Authority (LRA) or the Department of Environment and Natural Resources (DENR). Mastery of area-partition formulas, balancing checks, and plan-preparation requirements is essential for board examination success.
Sections
Exam Tips
- Memorize: RA 4374/RA 8560 = GE practice; PD 1529 = registration; CA 141 = public lands.
- Board questions often ask which law governs a specific scenario — know the distinctions.
- PD 957 and BP 220 minimum lot area: PD 957 open market = 100 m²; BP 220 economic/socialized = 64 m² (economic) and 36 m² (socialized).
Key Points
- RA 4374, as amended by RA 8560, defines the practice of geodetic engineering in the Philippines; only licensed geodetic engineers (GEs) may sign subdivision and consolidation plans submitted to government agencies.
- PD 1529 (Property Registration Decree, 1978) governs the registration of land titles; subdivision and consolidation plans must be approved before new Transfer Certificates of Title (TCTs) can be issued.
- CA 141 (Public Land Act) regulates the disposition of public lands; alienable and disposable (A&D) lands subject to subdivision must comply with minimum lot-size and frontage requirements.
- DENR Administrative Orders (DAOs) and LRA Circulars prescribe plan formats, scale requirements (1:500 to 1:2000 for urban lots; 1:2000 to 1:10000 for agricultural lots), and minimum technical standards.
- BP 220 and PD 957 set minimum subdivision standards for residential subdivisions (road widths, open spaces, lot areas).
- All survey plans must be referenced to PRS92 (Philippine Reference System of 1992) and plotted on the Philippine Plane Coordinate System (PPCS/UTM) in the appropriate zone.
Definitions
Term
Subdivision Survey
Definition
A cadastral survey that divides one legally described parcel into two or more distinct lots, each with a new lot number, area, and technical description.
Importance
Directly tested in board exams; engineers must know the process, legal basis, and area-computation methods.
Term
Consolidation Survey
Definition
A cadastral survey that merges two or more contiguous parcels under common ownership into a single lot by dissolving interior boundaries.
Importance
Frequently paired with subdivision (Cons-Subd); engineers must verify ownership and contiguity.
Term
Consolidation-Subdivision (Cons-Subd)
Definition
A combined survey plan that first consolidates adjoining lots and then re-subdivides the consolidated area into new lots — common in subdivision projects and estate settlements.
Importance
High-frequency board exam topic; requires understanding of both operations in sequence.
Term
Technical Description
Definition
A written metes-and-bounds description of a lot giving each boundary course by bearing and distance, tied to a Geodetic Control Point (GCP) or known monument.
Importance
Required in every subdivision plan; errors in technical description void the plan.
Term
Transfer Certificate of Title (TCT)
Definition
The Torrens title issued under PD 1529 evidencing ownership of a registered land parcel; each new lot from subdivision gets its own TCT.
Importance
The final legal product of a subdivision survey; knowledge of the titling process is tested.
Term
Alienable and Disposable (A&D) Land
Definition
Public land classified under CA 141 as available for private ownership; subdivision of A&D lands must comply with DENR and LMB regulations.
Importance
Defines the legal capacity of land to be subdivided and titled.
Section Title
1. Legal and Regulatory Framework
Common Mistakes
- Confusing the approving authority: subdivision plans for titled lands go to LRA/RD; for public lands, DENR-LMB.
- Ignoring road/easement deductions before computing saleable lot areas.
- Omitting the PRS92 reference and PPCS zone in the plan header.
- Failing to check that the sum of new lot areas equals the original parcel area (area balance).
Formulas
Example
A 40 m × 30 m lot (A = 1200 m²). Cut off A₁ = 750 m² by a line parallel to the 30 m side. x = 750 / 30 = 25 m. Remaining lot = 1200 − 750 = 450 m².
Formula
x = A₁ / w
Variables
x = distance of dividing line from one end (m); A₁ = required area of the cut-off lot (m²); w = width (depth) of the rectangle perpendicular to the dividing line (m)
Application
Dividing a rectangular lot by a line parallel to one of its sides to cut off a required area A₁.
Example
A triangular lot with corners at (0,0), (30,0), (15,25). A = (1/2)|[(0·0−30·0)+(30·25−15·0)+(15·0−0·25)]| = (1/2)|0+750+(−375)| = (1/2)(375) = 187.5 m².
Formula
A = (1/2)|Σ(xᵢ · yᵢ₊₁ − xᵢ₊₁ · yᵢ)|
Variables
A = area (m²); xᵢ, yᵢ = PPCS/UTM coordinates of corner i (m); summation taken over all n corners with wrap-around (n+1 = 1)
Application
Computing the area of any polygon lot from its coordinate list — the standard method in cadastral practice.
Example
Parent lot = 5000 m². Road reservation = 10% = 500 m². Open space = 5% = 250 m². A_saleable = 5000 − 500 − 250 = 4250 m².
Formula
A_saleable = A_gross − A_roads − A_easements − A_open_space
Variables
A_saleable = net area available for lot allocation (m²); A_gross = parent lot area (m²); A_roads = road reservation area (m²); A_easements = utility/drainage easement area (m²); A_open_space = required open space per BP 220/PD 957 (m²)
Application
Computing the actual saleable area in a subdivision project before allocating individual lots.
Example
Parent = 3550 m². New lots: 1200 + 850 + 1500 = 3550 m². Balance check: 3550 = 3550 ✓
Formula
ΣA_new = A_parent (area balance check)
Variables
ΣA_new = sum of all new lot areas including roads/easements (m²); A_parent = original parcel area (m²)
Application
Mandatory closure/balance check — new lot areas must sum to the parent lot area within allowable discrepancy.
Exam Tips
- In board problems, always identify the geometry first: rectangular → use x = A₁/w; irregular → use coordinate method.
- The phrase 'divide into equal parts' means each part = A_total/n; then apply x = A₁/w.
- Watch for problems where road deduction is given as a percentage — compute the road area first, subtract, then solve for lot dimensions.
- Memorize: for a right-triangle lot cut by a line parallel to the base, the area scales as the square of the distance ratio.
Key Points
- The engineer must first obtain a copy of the existing title (TCT/OCT) and approved plan to establish the parent lot area and boundaries.
- A relocation survey is conducted to re-establish existing corners before placing new division points.
- The dividing line is positioned to satisfy the required area for each new lot; for rectangular lots, a line parallel to one side is the simplest case.
- For irregular lots, coordinate methods (shoelace/cross-product formula) or the cut-line-through-a-polygon algorithm are used.
- After field work: prepare the subdivision plan (scale per DENR DAO), compute lot areas, write technical descriptions, and submit for approval.
- All new corners must be monumented with concrete monuments (15 cm × 15 cm × 60 cm) per DENR standards.
- Road lots, open spaces, and easements are deducted from the gross area before computing saleable area.
- Area balance check: ΣA(new lots) + A(roads/easements) = A(parent lot) ± closure tolerance.
Definitions
Term
Dividing Line
Definition
The new boundary line that splits the parent lot into sub-lots; must be computed to satisfy required area specifications.
Importance
Central computation in subdivision; placement method depends on lot geometry.
Term
Relocation Survey
Definition
Re-establishment of existing lot corners from the approved plan before conducting a subdivision survey.
Importance
Pre-requisite step; omitting it is a common field error and legal risk.
Term
Road Lot
Definition
The portion of a subdivision reserved for roads; donated to the local government upon acceptance of the subdivision plan.
Importance
Must be deducted from gross area; PD 957 requires minimum road widths.
Term
Open Space
Definition
Area reserved for parks, playgrounds, and community facilities; percentage required by PD 957 (open market: 30% for lots ≥ 1 ha).
Importance
Frequently tested in board exams alongside area computations.
Section Title
2. Subdivision Survey — Process and Computations
Common Mistakes
- Using w as the frontage (long side) instead of the depth (short side) in the formula x = A₁/w — always identify which dimension is perpendicular to the cut.
- Forgetting to verify that the dividing line does not violate minimum lot frontage requirements (e.g., 8 m for socialized housing).
- Applying the rectangular formula x = A₁/w to non-rectangular (trapezoidal or irregular) lots without adjustment.
- Not deducting road lots and easements before distributing areas to individual lots.
Formulas
Example
Lots with areas 1200 m², 850 m², and 1500 m² are consolidated. A_consolidated = 1200 + 850 + 1500 = 3550 m².
Formula
A_consolidated = A₁ + A₂ + A₃ + … + Aₙ
Variables
A_consolidated = total area of the merged parcel (m²); A₁ … Aₙ = areas of the n individual lots being consolidated (m²)
Application
Computing the resulting area when n contiguous lots are merged into one.
Example
Consolidated area = 3550 m². Road reservation = 355 m² (10%). Net for re-subdivision = 3550 − 355 = 3195 m².
Formula
A_Cons-Subd = A_consolidated − A_roads − A_easements
Variables
A_Cons-Subd = net area available for re-subdivision after consolidation (m²); A_roads and A_easements as defined above
Application
In a Cons-Subd plan, compute the net allocable area after consolidation and road/easement deductions.
Exam Tips
- Board exam shortcut: consolidation area = simple sum of all lot areas. No special formula needed.
- Cons-Subd is a two-step operation: Step 1 = add areas (consolidation); Step 2 = partition (subdivision). Always do Step 1 first.
- Watch for trick questions: 'lots 1, 2, and 3 are consolidated; lot 4 is then subdivided into lots 4-A and 4-B' — this is NOT a Cons-Subd unless lot 4 was first consolidated with others.
Key Points
- Prerequisites: all lots to be consolidated must be contiguous (share at least one common boundary) and under common ownership.
- The engineer verifies titles and existing approved plans for each parcel before field work.
- Interior boundaries (shared between the lots being merged) are dissolved; only the outer perimeter of the consolidated lot is retained and re-monumented.
- The consolidated area equals the arithmetic sum of the individual parcel areas (no deductions for interior boundaries).
- A new technical description covering the entire outer perimeter is prepared.
- The consolidated lot receives a new lot number; old titles are cancelled and replaced by a single new TCT.
- For Cons-Subd: after consolidation, apply subdivision procedures to divide the merged area into new lots.
Definitions
Term
Contiguous Lots
Definition
Lots that share at least one common boundary segment; a legal requirement for consolidation.
Importance
Non-contiguous lots cannot be consolidated — frequently tested as a qualifying condition.
Term
Interior Boundary
Definition
The shared boundary between two lots being consolidated; it is dissolved (removed) in the consolidation plan.
Importance
Understanding which boundaries are removed vs. retained is essential for plan preparation.
Term
Common Ownership
Definition
The legal requirement that all lots to be consolidated are owned by the same person(s) or entity.
Importance
A legal prerequisite; consolidation of lots with different owners requires co-ownership or court order.
Section Title
3. Consolidation Survey — Process and Computations
Common Mistakes
- Attempting to consolidate non-contiguous lots — the lots must share a physical boundary.
- Subtracting shared boundary lengths from the perimeter computation (they are simply removed, not subtracted from area).
- Forgetting to cancel old titles and issue a single new TCT after consolidation.
- In Cons-Subd, applying subdivision area computations to the original individual lot areas instead of to the consolidated total.
Formulas
Example
Trapezoid: a = 20 m, b = 30 m, h = 40 m, A_total = (20+30)/2 × 40 = 1000 m². Cut off A₁ = 400 m². a' = 20 + (30−20)·(d/40). Area equation: d·(20 + a')/2 = 400. Substituting a': d·(20 + 20 + 10d/40)/2 = 400 → d·(40 + 0.25d)/2 = 400 → 20d + 0.125d² = 400. Solve quadratic: 0.125d² + 20d − 400 = 0 → d² + 160d − 3200 = 0 → d = (−160 + √(25600+12800))/2 = (−160 + 196.0)/2 ≈ 18.0 m.
Formula
For a trapezoid (parallel sides a and b, height h): line at distance d from side a (parallel to a and b) cuts off area A₁ = d · [(a + a')/2], where a' = a + (b−a)·(d/h)
Variables
a = length of nearer parallel side (m); b = length of farther parallel side (m); h = perpendicular distance between parallel sides (m); d = distance of dividing line from side a (m); a' = length of dividing line (m)
Application
Partitioning a trapezoidal lot with a line parallel to its parallel sides to cut off a required area.
Example
Triangle: b = 30 m, h = 20 m, A_total = 300 m². Cut off A₁ = 75 m² (the apex portion). d = 20·√(75/300) = 20·√0.25 = 20·0.5 = 10 m from the apex.
Formula
For a triangle (base b, height h): dividing line parallel to base at distance d from apex cuts off a triangle of area A₁ = (1/2)·b'·d', where b'/b = d'/h → A₁/A_total = (d/h)² → d = h·√(A₁/A_total)
Variables
b = base of triangle (m); h = height of triangle (m); d = distance of dividing line from apex (m); A₁ = required area of the smaller triangle (m²); A_total = total triangle area (m²)
Application
Cutting a triangular lot with a line parallel to the base at a distance from the apex.
Example
Standard traverse computation: compute latitudes and departures, then DMDs, then sum DMD × Δlat products and take half the absolute value.
Formula
Double Meridian Distance (DMD) area: A = (1/2)|Σ(DMDᵢ · Δlatᵢ)|
Variables
DMDᵢ = double meridian distance of course i (m); Δlatᵢ = latitude (N/S component) of course i (m); summation over all courses
Application
Computing area of a traverse-defined lot from field-measured bearings and distances.
Exam Tips
- Triangle partition parallel to base: ALWAYS use d = h·√(area ratio). Do not use the linear formula.
- Trapezoid partition: set up the quadratic, solve, and check that 0 < d < h.
- For board problems giving a traverse with latitudes and departures, go straight to the coordinate method (shoelace) — it is faster than DMD.
- Sketch the lot shape first — 30 seconds of sketching saves minutes of computation errors.
Key Points
- For lots that are not rectangles, the dividing line must be computed using coordinate geometry or iterative methods.
- Common irregular lot shapes in board exams: trapezoids, triangles, L-shaped lots, and lots with curved boundaries.
- Trapezoidal lot — line parallel to parallel sides: use the formula below.
- Triangular lot — line parallel to base: distance ratio is the square root of the area ratio.
- For a line through a known point at an unknown bearing: set up coordinate equations and solve iteratively.
- PPCS/UTM coordinates (Northing, Easting) are the standard reference system; use double-meridian distance (DMD) or coordinate method for area.
Definitions
Term
Latitude (of a course)
Definition
The north-south component of a traverse course = L·cos(θ), where L is the distance and θ is the bearing angle.
Importance
Fundamental in traverse computation and DMD area method.
Term
Departure (of a course)
Definition
The east-west component of a traverse course = L·sin(θ).
Importance
Used in DMD area computation and coordinate plotting.
Term
Double Meridian Distance (DMD)
Definition
Twice the perpendicular distance from the meridian to the midpoint of a course; computed recursively: DMD₁ = Dep₁; DMDᵢ = DMDᵢ₋₁ + Depᵢ₋₁ + Depᵢ.
Importance
Key quantity in the DMD area method for traverse-bounded lots.
Section Title
4. Area Partition Methods for Irregular Lots
Common Mistakes
- Using d = A₁/b (the rectangle formula) for a triangular lot — the correct formula is d = h·√(A₁/A_total).
- Forgetting that the quadratic from the trapezoidal partition always yields two roots — only the physically meaningful (positive, within h) root is valid.
- Sign errors in DMD computation — departures must be signed (East = positive, West = negative).
- Using the wrong height in the triangle formula (perpendicular height, not slant side).
Formulas
Example
Traverse perimeter = 500 m. ΣLat = 0.08 m, ΣDep = 0.06 m. e = √(0.08² + 0.06²) = 0.10 m. Closure ratio = 0.10/500 = 1:5000 (meets third-order rural standard).
Formula
Closure ratio = e / P
Variables
e = linear misclosure = √(ΣLat² + ΣDep²) (m); P = total traverse perimeter (m); Closure ratio expressed as 1:X
Application
Assessing traverse accuracy before submitting the subdivision plan; must meet DENR minimum standards.
Exam Tips
- Memorize the three plan codes: Pcs (private/titled), Fls (free patent/public land), Csd (cons-subd).
- Closure ratio requirements: urban 1:10000 (1st order); rural 1:5000 (3rd order). Board exams test whether a given closure is acceptable.
- The approving authority question: DENR-LMS for public lands; LRA/Register of Deeds for titled lands.
- PD 1529 Section 50 — a subdivision plan must be approved before the court can decree a new title.
Key Points
- A subdivision plan (Fls, Pcs, Csd) must show: lot numbers, bearings and distances of all boundaries, areas, scale bar, north arrow, legend, and reference to a geodetic control point (GCP).
- Plan prefix codes: Fls = Free Patent subdivision; Pcs = private (titled) lot subdivision; Csd = consolidation-subdivision.
- Scale: urban lots typically 1:500 or 1:1000; agricultural lots 1:2000 to 1:10000.
- All bearings referenced to true north; coordinates in PPCS/UTM (PRS92 datum).
- Supporting documents: technical descriptions, lot data computation (LDC) sheets, field notes, vicinity map, and tax declarations.
- Submission: DENR-LMS (for public land surveys) or LRA/RD (for titled land surveys).
- Approval triggers cancellation of old title(s) and issuance of new TCT(s) per PD 1529.
- Minimum survey accuracy: first-order for urban lots (1:10000 closure); third-order for rural lots (1:5000 closure) per DENR standards.
Definitions
Term
Lot Data Computation (LDC) Sheet
Definition
A tabular computation form showing corner coordinates, bearings, distances, and computed area for each new lot.
Importance
Required submission document; area values on the LDC must match the plan.
Term
Geodetic Control Point (GCP)
Definition
A monumented point with known PRS92/PPCS coordinates that serves as the tie point for the subdivision survey.
Importance
Mandatory tie to national control; plans without a GCP tie are rejected.
Term
Plan Prefix (Pcs, Fls, Csd)
Definition
Alphanumeric code identifying the survey type: Pcs = private/titled subdivision; Fls = free patent; Csd = consolidation-subdivision.
Importance
Frequently asked in board exams as an identification question.
Section Title
5. Subdivision Plan Preparation and Submission Requirements
Common Mistakes
- Using an unapproved or unofficial control point as the GCP tie — must be a NAMRIA-listed geodetic control monument.
- Submitting plans without the licensed GE's signature, PRC license number, and PTR number.
- Confusing plan prefix codes: using 'Pcs' for a public land subdivision (should be 'Fls').
- Incorrect scale selection — using 1:500 for a large agricultural lot distorts the plan.
Formulas
Example
PROBLEM 1 (Rectangle): A 60 m × 25 m rectangular lot is to be divided into two equal parts by a line parallel to the 25 m side. Find the dividing distance. SOLUTION: A_total = 60 × 25 = 1500 m². A₁ = 750 m². x = 750/25 = 30 m from one end. ANSWER: 30 m. | PROBLEM 2 (Unequal, same lot): Cut a 1250 m² portion (w = 25 m). x = 1250/25 = 50 m. Remaining = 1500 − 1250 = 250 m². | PROBLEM 3 (Triangle): A triangular lot has base 40 m and height 30 m (A = 600 m²). A line parallel to the base cuts off a 150 m² apex portion. d = 30·√(150/600) = 30·0.5 = 15 m from apex. | PROBLEM 4 (Road deduction): A 5000 m² parcel is to be subdivided. Reserve 10% for roads and 5% for open space. Saleable area = 5000 − 500 − 250 = 4250 m². | PROBLEM 5 (Consolidation): Lots A (900 m²), B (1100 m²), C (750 m²) are consolidated. Total = 2750 m². Then subdivided equally into 5 lots: each lot = 2750/5 = 550 m².
Formula
x = A₁ / w (rectangle); d = h·√(A₁/A_total) (triangle); quadratic for trapezoid
Variables
Refer to earlier sections for variable definitions.
Application
Selection depends on lot shape — the most common board pitfall is applying the wrong formula.
Exam Tips
- Set up a quick sketch for every problem — identify which dimension is w (perpendicular to the cut).
- For equal subdivision into n parts: each part = A_total/n; then x = (A_total/n)/w.
- Always perform the area balance check at the end: ΣA_new = A_parent.
- If the problem gives breadth and length without specifying which is which, use the dimension perpendicular to the stated dividing line direction as w.
Key Points
- Board exams typically present 3–5 numerical problems on subdivision/consolidation per examination sitting.
- Always state the given, required, formula, solution, and answer in a structured format.
- Carry sufficient decimal places (at least 3) in intermediate steps; round only the final answer.
- Label all quantities with units (m, m², etc.).
Section Title
6. Worked Board-Style Problems
Common Mistakes
- In Problem 1-type questions, using w = 60 m (the wrong dimension) instead of w = 25 m (the depth perpendicular to the cut).
- In Problem 3-type questions, using d = 150/40 = 3.75 m (applying the rectangle formula to a triangle — incorrect).
- In Problem 4-type questions, computing road area as 10% of saleable area instead of 10% of gross area.
- Not checking that ΣA_new = A_parent in Problem 5.
Connections
- Traverse computation (bearings, distances, latitudes, departures, closure) is the direct foundation for area computation in irregular lot subdivision — both topics are inseparable in the board examination.
- Coordinate geometry (PPCS/UTM northings and eastings under PRS92) underpins the technical description of every new lot created by subdivision — connects to Geodetic Surveying and Map Projection topics.
- PD 1529 (Torrens system) connects subdivision to Land Registration Law — the engineer's plan triggers the legal process of title cancellation and reissuance.
- CA 141 (Public Land Act) connects to free patent surveys (Fls prefix) — subdivision of public lands requires DENR-LMB approval rather than LRA approval.
- RA 4374/RA 8560 connects to professional responsibility — only licensed GEs may sign and seal subdivision plans, making this chapter relevant to professional ethics and practice.
- BP 220 and PD 957 connect minimum lot standards to the area computations — engineers must verify compliance before finalizing subdivision layouts.
- Monumentation requirements link to field surveying methods — concrete monuments, their placement, and tie-line measurements are tested in both Cadastral Surveys and Surveying Theory subjects.
- Error and accuracy analysis (closure ratios) connects to the broader subject of Errors in Measurements and Adjustment Computations.
- The DMD and coordinate (shoelace) area methods connect to Analytic Geometry and Surveying Mathematics topics in the board exam.
- Open space and road reservation percentages connect to Urban and Regional Planning and Land Use Law, which are cross-cutting topics in the licensure examination.
Exam Strategy
For the PRC Geodetic Engineer board examination on Subdivision and Consolidation Surveys, allocate your study time as follows: 40% on numerical computations (rectangular, triangular, and trapezoidal lot partitioning — practice at least 20 problems each), 30% on legal and regulatory provisions (memorize which law covers which scenario: RA 4374/RA 8560 for GE practice; PD 1529 for registration; CA 141 for public lands; PD 957/BP 220 for minimum standards), and 30% on plan preparation requirements (prefix codes, submission authorities, GCP tie, closure standards). In the examination hall: (1) sketch the lot geometry before writing any formula; (2) identify the correct formula based on shape (rectangle → x=A₁/w; triangle → d=h√(A₁/A); trapezoid → quadratic); (3) always perform an area balance check at the end; (4) for legal questions, eliminate options by law number first, then by content. Expect 8–12 questions on this topic per examination sitting, split between numerical (6–8 questions) and conceptual/legal (2–4 questions). The triangle partition formula (d = h·√(A₁/A_total)) and the road-deduction computation are the most commonly missed items — prioritize these.
Quick Review Questions
A 50 m × 20 m rectangular lot is divided by a line parallel to the 20 m side into two lots. Lot 1 must have an area of 600 m². Find the dividing distance x from the left boundary.
A_total = 50 × 20 = 1000 m². Using x = A₁/w = 600/20 = 30 m. The line is 30 m from the left boundary along the 50 m dimension. Lot 2 = 1000 − 600 = 400 m². Check: 30 m × 20 m = 600 m² ✓; 20 m × 20 m = 400 m² ✓.
Three contiguous lots with areas 1200 m², 750 m², and 1050 m² are consolidated into one. What is the consolidated area, and how many titles result?
A_consolidated = 1200 + 750 + 1050 = 3000 m². All three old TCTs are cancelled and one new TCT is issued covering the consolidated lot. Interior boundaries are dissolved.
A triangular lot has a base of 50 m and height of 24 m. A line parallel to the base cuts off an apex area of 96 m². How far is the dividing line from the apex?
A_total = (1/2)(50)(24) = 600 m². d = h·√(A₁/A_total) = 24·√(96/600) = 24·√0.16 = 24 × 0.4 = 9.6 m. Wait — recompute: √(96/600) = √0.16 = 0.4; d = 24 × 0.4 = 9.6 m. Correction: d = 9.6 m. (Note to reviewee: always recheck arithmetic — the formula is d = h·√(A₁/A_total).)
Which plan prefix is used for a consolidation-subdivision survey of privately titled lots in the Philippines?
The plan prefix Csd denotes a consolidation-subdivision plan. Pcs is used for simple subdivision of titled (private) lots. Fls is used for free patent (public land) subdivisions. Csd combines consolidation and re-subdivision in one plan.
A 4000 m² parcel is to be subdivided. Roads and open space take 15% of the gross area. What is the saleable area?
Deductions = 15% × 4000 = 600 m². Saleable area = 4000 − 600 = 3400 m². Note: deductions are computed on the gross (parent) area, not on the saleable area.
Under which Philippine law is the registration of subdivision plans (leading to new TCTs) primarily governed?
PD 1529 governs the Torrens system of land registration in the Philippines. Subdivision plans must be approved under PD 1529 before new TCTs can be issued by the Register of Deeds. RA 4374/RA 8560 governs the practice of geodetic engineering; CA 141 governs public land disposition.
A traverse with a total perimeter of 800 m has a linear misclosure of 0.12 m. What is the closure ratio, and does it meet the DENR third-order rural standard?
Closure ratio = e/P = 0.12/800 = 1:6667. Since 6667 > 5000, the accuracy is better than 1:5000, which is the minimum for DENR third-order rural surveys. The traverse is acceptable for rural/agricultural lot subdivision.
What is the mandatory tie requirement for a subdivision plan in the Philippines, and what datum is used?
All cadastral survey plans must reference a GCP with known PRS92/PPCS-UTM coordinates. PRS92 is the national geodetic reference system aligned with WGS84 at the 1992 epoch. Plans without a GCP tie are rejected by DENR-LMS or LRA.
In a Cons-Subd plan, lots X (2000 m²), Y (1500 m²), and Z (1000 m²) are consolidated, then re-subdivided equally into 9 lots. Compute the area of each new lot.
Step 1 (Consolidation): A_total = 2000 + 1500 + 1000 = 4500 m². Step 2 (Subdivision): Each of 9 equal lots = 4500/9 = 500 m². Area balance: 9 × 500 = 4500 m² ✓.
Under PD 957, what is the minimum lot area for an open-market residential subdivision lot?
PD 957 (Subdivision and Condominium Buyers' Protective Decree) prescribes a minimum lot area of 100 m² for open-market residential subdivisions. BP 220 allows smaller lots for economic housing (64 m²) and socialized housing (36 m²). These minimum areas are frequently tested in board exams.
Previous chapter
Cadastral and Isolated Surveys
Next chapter
Property/Boundary Surveys and Lot Computation
Ready to practise for the GELE 2026?
Super Tutor's AI review plan adapts to your weak areas and builds a weekly practice schedule around your target GELE exam date.