Title 6 — HEALTH AND SANITATION›Chapter 6.60 — SANITARY SEWERS
Division 12 — EARTHWORK
Mission Viejo Municipal Code · 2026-09 edition · updated 2026-10-02 · Mission Viejo
Sec. 6.60.1203. - General.¶
Sec. 6.60.1206. - Clearing and grubbing.¶
Sec. 6.60.1209. - Excavation.¶
Sec. 6.60.1212. - Limit of excavation.¶
Sec. 6.60.1215. - Trench width.¶
Sec. 6.60.1218. - Bracing.¶
Sec. 6.60.1221. - Correction of faulty grades.¶
Sec. 6.60.1224. - Grading and stockpiling.¶
Sec. 6.60.1227. - Dewatering.¶
Sec. 6.60.1230. - Granular soil.¶
Sec. 6.60.1233. - Trench bottom for sewer pipe.¶
Sec. 6.60.1236. - Foundations in rock.¶
Sec. 6.60.1239. - Foundations in unsuitable material.¶
Sec. 6.60.1242. - Foundation in suitable soil.¶
Sec. 6.60.1245. - Trench backfill.¶
Sec. 6.60.1248. - Pipe bedding.¶
Sec. 6.60.1251. - Procedure at pipe zone.¶
Sec. 6.60.1254. - Backfill above pipe zone.¶
Sec. 6.60.1255. - Compaction in open fields.¶
Sec. 6.60.1257. - Backfill at street zone.¶
Sec. 6.60.1260. - Compaction.¶
Sec. 6.60.1263. - Consolidation.¶
Sec. 6.60.1266. - Compaction requirements.¶
Sec. 6.60.1269. - Excess excavated material.¶
Sec. 6.60.1272. - Imported backfill material.¶
Sec. 6.60.1275. - Structure excavation.¶
Sec. 6.60.1278. - Structure backfill.¶
Sec. 6.60.1281. - Material.¶
Sec. 6.60.1284. - Compaction.¶
Sec. 6.60.1287. - Final cleanup.¶
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