Chapter 14.36 — DESIGN CRITERIA FOR SEWER CONSTRUCTION
Perris Municipal Code · 2026-09 edition · updated 2026-09-27 · Perris
Sec. 14.36.010. - General policy.¶
Sec. 14.36.020. - Pipe—General requirements.¶
Sec. 14.36.030. - Same—Acceptable materials.¶
Sec. 14.36.040. - Same—Materials required for certain conditions.¶
Sec. 14.36.050. - Same—Strength class.¶
Sec. 14.36.060. - Same—Size.¶
Sec. 14.36.070. - Same—Testing, materials acceptability.¶
Sec. 14.36.080. - Alignment.¶
Sec. 14.36.090. - Location—General requirements.¶
Sec. 14.36.100. - Same—Parallel to other utilities.¶
Sec. 14.36.110. - Same—In curved streets.¶
Sec. 14.36.120. - Same—Not in public streets.¶
Sec. 14.36.130. - Easements.¶
Sec. 14.36.140. - Deeds for easements.¶
Sec. 14.36.150. - Easements in relation to lot lines.¶
Sec. 14.36.160. - Depth of sewers.¶
Sec. 14.36.170. - Slopes.¶
Sec. 14.36.180. - Manholes—Spacing.¶
Sec. 14.36.190. - Same—Design.¶
Sec. 14.36.200. - Terminal cleanout—Use allowed.¶
Sec. 14.36.210. - Same—Design.¶
Sec. 14.36.220. - Service lateral—Requirements.¶
Sec. 14.36.230. - Same—Size.¶
Sec. 14.36.240. - Same—Wyes or tees.¶
Sec. 14.36.250. - Same—Unused openings.¶
Sec. 14.36.260. - Same—Making connections.¶
Sec. 14.36.270. - Construction.¶
Sec. 14.36.280. - General requirements for testing.¶
Sec. 14.36.290. - Test method alternatives.¶
Sec. 14.36.300. - Air test.¶
Sec. 14.36.310. - Water exfiltration test.¶
Sec. 14.36.320. - Exceptions.¶
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