Some things in this thread have not been crystal clear.
Here are some articles that may be of assistance:
The first thing that you have to establish is the MAWP. The MAWP should be stamped on an ASME Section 8 tank.
Then you need to analyze your system. If your pumps have the capability to raise the system pressure above the MAWP, then you need a relief valve. If the pumps do not have the capability to raise the pressure above the MAWP, then you do not need a relief valve because the Code allows overpressure protection thru system design. This overpressure protection thru system design scenario is quite common for water treatment equipment.
If you need a relief valve, then the relief valve should be set at the MAWP, not 10% below as suggested by SBUSH. The relief valve should also be designed to ASME Section 8 requirements.
I have never seen an isolation valve on a water filter tank safety relief valve. The reason being is that there are usually multiple water filters and it is quite easy to isolate one filter tank from service to check the relief valves. Water filters are also not a critical system since there is usually a spare, or there is overcapacity, or the other filters can be operated at a higher capacity for a short duration.
Contrast that to a refinery situation where you have to shut down the entire process unit to check a safety relief valve. That is where you want the isolation valve. It is not the same scenario with a water filter.
The final thing that you need to address is to evaluate thermal expansion. Overpressurization resulting from thermal expansion is unlikely in a water treatment system, but should be evaluated.
"However, for low- to moderate-pressure systems located outside in direct sunlight, with pipe runs greater than 100 feet and operating as a batch system (often isolated), engineers should provide PRVs in piping systems if the fluid has a low boiling point (i.e., is cryogenic), regardless of pipe length; is a hazardous fluid; or is part of a large-volume system."