§ 9632

Amended by Stats. 1993, Ch. 350, Sec. 14. Effective January 1, 1994.

Except as provided in Section 9633, all crypt walls and crypt floor slabs shall be constructed of cast-in-place, reinforced concrete; crypt walls shall conform to structural design but shall be not less than three and one-half inches in thickness, and crypt floor slabs shall be not less than three inches in thickness.

Other sections in Article 2 - Structural and Material Requirements of Community Mausoleums and Columbariums

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