Irrigation
Irrigation Layout Planning Guide
Zone strategy, head selection, and the flow and pressure math that make a system work on paper before anyone trenches.
A well-planned irrigation layout is mostly arithmetic done before the trencher starts. The failures we get asked to diagnose — dry corners, misted sidewalks, zones that gasp — are layout problems, not product problems. In Texas, remember that installing or altering irrigation requires a licensed irrigator (TCEQ); this guide covers the planning conversation that makes you a better partner on that work.
Start with supply: two numbers
- Static pressure: gauge on a hose bib, all water off. Design sprays around 30 PSI at the head and rotors around 45; if static is under about 50 PSI, plan smaller zones. Over 80 PSI, spec a pressure regulator — misting heads waste a third of their water.
- Available flow: time filling a 5-gallon bucket from the main-adjacent bib. Ten seconds to fill is 30 GPM; twenty seconds is 15 GPM. Design zones at no more than 75 percent of available flow.
Zone by plant water need, then by precipitation rate
Hydrozone first: turf, shrub beds, color beds, and native/low-water areas each get their own zones because they get different run times. Then never mix head types in a zone — sprays apply water three times faster than rotors, so a mixed zone drowns one area to wet another.
| Head | Throw radius | Approx. precipitation rate | Best use |
|---|---|---|---|
| Fixed spray | 8 to 15 ft | 1.5 to 2 in/hr | Small turf panels, color beds |
| Rotary nozzle (MP-type) | 13 to 30 ft | 0.4 to 0.6 in/hr | Clay-friendly turf coverage; low runoff |
| Gear rotor | 25 to 50 ft | 0.5 to 0.8 in/hr | Large turf areas |
| Drip line | — | 0.6 to 0.9 in/hr equivalent | Shrub and perennial beds, foundations, narrow strips |
On our clay, which absorbs roughly half an inch per hour, rotary nozzles and drip are the workhorses — standard sprays exceed intake rate almost immediately, which is why cities require cycle-and-soak programming. Convert bed spray to drip wherever plants are the target; it is also the answer to head-height conflicts in maturing shrub beds.
Coverage rules
- Head-to-head spacing: every head throws to its neighbors. Stretching spacing to save heads creates the donut-shaped dry spots you see in August.
- Perimeter-first layout: heads along edges and corners spraying inward, then fill the middle. Part-circle heads at edges keep water off pavement and fences.
- No spray zones wider than the throw allows — a 12-foot-wide parkway strip is a side-strip nozzle or drip application, not a 15-foot spray head throttled down.
- Separate sun and shade turf onto different zones where possible; shaded St. Augustine needs half the water of full-sun bermuda.
- Sleeve under every hardscape element at rough-in: 4-inch sleeves for laterals and wire, at double the pipe count you think you need.
Zone count math
Sum the GPM of every head in a proposed zone (nozzle charts list it — a typical 15-foot spray quarter is about 0.9 GPM, a rotor 2 to 4 GPM). Divide total demand by your 75-percent flow budget to get minimum zone count. Example: 48 spray heads averaging 1.5 GPM is 72 GPM of demand; on 22 GPM of usable flow, that is four zones minimum — plan five so no zone runs at the ragged edge and pressure stays crisp.
Controller and code notes
Spec a smart (EPA WaterSense) controller with a rain/freeze sensor — required in many North Texas cities and worth it everywhere. Most cities also enforce twice-weekly watering schedules; design zones so two deep cycles a week can actually sustain the landscape, because that is the water budget the system will live under.
Pair this with the valve manifold checklist for the install day details, and put the as-built zone map in the closeout package — future-you, diagnosing a dry spot in two years, will be grateful.
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