Resolutions-1997-021

B. Tack and place 3/8 inch Type A asphalt and compact to the proper elevation. 6.10 RESTORATION OF PORTLAND CEMENT CONCRETE STREETS A. Concrete shall be removed to the nearest longitudinal joint and a minimum of half the panel between transverse joints. Only full or half panels may be removed. Full panels must be removed if the portion to remain is cracked or settled. B. Concrete shall be sawn to insure a clean break at the joints. C. An IDOT type BT-3 joint shall be used to Joint to existing concrete. Use #5 epoxy coated bars, 24 inches in length, spaced 30 inches on center drilled and grouted 9 inches into the existing slab. D. Place new concrete of the same thickness as was removed using IDOT M-3 mix. E. All joints shall be sawn and sealed according to IDOT detail RH-51. 6.11 OTHER SURFACES A. All areas outside the paving which are disturbed shall be restored to their original condition. B. When approved by the governing authority, unimproved streets (rock or rock and oil, seal coated streets, or asphaltic concrete surfaced streets) may be repaired or restored with Bituminous Seal Coat consisting of one or more applications of Binder Bitumen with one or more successive applications of cover aggregate. Materials, Equipment and Construction methods shall be in general conformity with Section 2307 of the current Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction. 6.12 MAINTENANCE A. Seeding or sodding of disturbed areas shall be maintained until watering is no longer required for self-sustaining growth. B. The owner of the utility will be responsible for repair or maintenance of settled areas within the right-of-way and pavement repairs.