PlanCalc is the ultimate toolkit for Site Development and Engineering. This professional suite bridges the gap between design and math with precise tools for grading, drainage, and planting.
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PlanCalc is constantly evolving. We believe the best tools are built by those who use them daily in the field.
Whether you are a Architect, Engineer, or Project Manager—if you have a specific calculation methodology that would save you time, we want to hear it.
Let's collaborate to automate your workflow and expand the toolkit for the entire community.
Technical Notes
Grading & Cross Slope Analysis
Precise grading is essential for designing ADA compliant pathways and ensuring proper site drainage. This tool resolves the vector geometry between directional slope and cross fall.
- Cross Slope: Critical for preventing standing water. Recommended range: 1.5% - 2.0%. Max 2% is the standard for accessible routes.
- Longitudinal Slope: The gradient along the direction of travel.
- Resultant Slope: The true vector sum of both slopes. This is the value that determines if a path is traversable or requires handrails.
Technical Notes
The Concept of Representative Fraction (RF)
Map scale is the ratio of a distance on the map to the corresponding distance on the ground.
Common Architectural Scales:
1:50- Detailed floor plans and sections.1:100- Standard scale for building permits and general arrangements.1:250- Site plans and landscape layouts.1:1250- Urban planning and GIS maps.
Technical Notes
Slope Stability & Grading Analysis
Slope analysis is crucial for ensuring proper site drainage, accessibility, and structural stability. This tool converts between the three common methods of measuring steepness:
- Percentage (%) : The standard unit for roads and landscape grading. Formula:
Rise / Run × 100. - Angle (°) : Commonly used in geotechnical engineering and friction analysis.
- Ratio (1:X) : Used for earthworks (cut/fill) and retaining walls (e.g., a 1:3 slope is stable for most soils).
Key Thresholds: Maintain a minimum of 1.5% - 2.0% for drainage on paved surfaces to prevent ponding. Slopes greater than 5% are considered ramps and require handrails under ADA/Universal Design standards.
Technical Notes
Designing ADA Compliant Ramps
Ramp design is strictly regulated to ensure safety and accessibility for wheelchair users. Whether following ADA (USA) or IS 1918 (Israel), the geometry must prevent fatigue and tipping.
Critical Design Constraints:
- Max Slope: The global standard is 8.33% (1:12). Steeper slopes are hazardous.
- Cross Slope: Must not exceed 2.0% to ensure stability for wheelchair users.
- Landings: A flat resting area (minimum 1.2m - 1.5m length) is required at the top, bottom, and whenever the vertical rise exceeds 75cm (30 inches).
- Handrails: Mandatory on both sides for any ramp with a rise greater than 15cm. Handrails should extend 30cm horizontally beyond the top and bottom of the ramp run.
Technical Notes
Ergonomics & The Blondel Law
The comfort and safety of a staircase are defined by the relationship between the Riser (R) and the Tread (T). Derived by François Blondel, the "Step Rule" ensures a natural walking cadence.
The Formula: 2R + T = 61cm - 63cm
Indoor vs. Outdoor Application:
- Indoor: Space is often limited. A target of 61cm is common, with steeper risers (16-17.5cm).
- Outdoor (Landscape): Steps should be shallower and treads longer to encourage a leisurely pace. A target of 63cm - 65cm is preferred. Common outdoor sizing: R=15cm, T=33cm.
Safety Note: Visual consistency is key. Risers and treads must not vary by more than 5mm within a single flight to prevent tripping hazards.
Technical Notes
Open Channel Hydraulics (Manning's Equation)
Calculate flow velocity and discharge (Q) for vegetated swales, drainage ditches, and channels using the standard Manning Formula.
Roughness Coefficient (n): Determines friction against flow.
n=0.013: Smooth concrete (high velocity, erosion risk).n=0.035: Natural stone or earth with vegetation (slower flow, promotes infiltration).
Crucial for sizing channels to handle peak storm events without overflowing.
Technical Notes
Stormwater Runoff (Rational Method)
The Rational Method (Q=CIA) is the standard Civil Engineering formula for estimating peak runoff rates for small drainage areas.
- C (Runoff Coefficient): Represents surface impermeability.
Forest/Park: ~0.2 | Pavement/Roofs: ~0.9. - I (Rainfall Intensity): Based on local IDF curves (e.g., "1 in 50 year storm event").
- A (Area): The total catchment area draining to the point of design.
Technical Notes
Planting Density & Quantity Estimation
Professional estimator for Landscape Bills of Quantities (BOQ). Calculates precise plant counts for groundcovers, shrubs, and pavers based on spacing geometry.
- Square Grid: Standard alignment for pavers or formal planting.
Formula: Area / (Distance)². - Triangular (Hexagonal) Grid: The industry standard for groundcovers. Maximizes coverage and suppresses weeds. Requires ~15% more plants than square spacing.
Formula: Area / (Distance² * 0.866).