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SECTION 00334 SUPERPAVE ASPHALTIC CONCRETE A . Subarticle 334- 10 is modified by the addition of the following : No additional payment will be made for tonage in excess of the specified in-place density and tonnage. B . Payment shall be made under: Item No . 334- 1 - 13 — Superpave Asphaltic Concrete — Ton . SECTION 00425 INLETS. MANHOLES AND JUNCTION BOXES A. MODIFICATION OF EXISTING STRUCTURES : Price shall include all work associated with modifying the existing drainage structure (s ) as depicted in the Plans and in accordance with Section 425 . Payment shall be made under: Item No . 425-72 - Modify Inlet - Per Each B . Drainage structures indicated to be utility conflict manholes shall be constructed in accordance with Indian River County Department of Utility Services Water and Wastewater Utility Standards. Cost of such structures shall include all labor and material necessary. Payment shall be made under: Item No . 425- 1 -459 — Inlets , Curb (Type J -5) (Conflict) - Per Each Item No. 425-2-74 — Manholes (type J-7) (Conflict) - Per Each Item No . 425-2-94 — Manholes (Type J -8) (Conflict) - Per Each C . MANHOLES : Price shall include all work associated with constructing and installing manholes and covers . The covers shall have raised letters , cast in the cover stating "STORM SEWER" . SECTION 00430 PIPE CULVERTS AND STORM SEWERS A. CONCRETE PIPE CULVERT (CLASS III ) : Concrete pipe culvert shall be Class III and constructed in accordance with ASTM Designation C-76 , Class III , Wall B . Any select bedding needed to stabilize pipe to be #57 or #4 rock. Select bedding will be included in the cost of the pipe . Minimum bedding depth to be 18" and GENERAL PROVISIONS TP-9 C:\Documents and Settings\teresaa\Local Settings\Temporary Internet Files\OLKF3\DIVISION 2 - Technical Provisions (Oslo Road Phase I ).doc