§ 12. JOINT SEALER.
   After the curing period, all sawed and dummy groove joints in the pavement shall be cleaned and sealed with material, joint sawing residue, dirt and curing membrane shall be removed. Any excess material should be removed from the pavement surface as soon after sealing as possible.
(1984 Code, Ch. 157, App. A, § 12) (Ord. O-86-78, passed 8-17-1978)