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Imp lir Only one type of alternate base material shall be used. No additional payment will be made for base thickness in excess of the specified thickness B. Payment shall be made under: Bid Item No. 285-706 — Optional Base (Group 06, 8" Cemented Coquina Shell Base, LBR 100, Two Lifts) - Per Square Yard SECTION 286 TURNOUT CONSTRUCTION The work specified in this item shall conform to Section 286 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction (2015). Item of Payment Payment for the work specified in this item shall be made under: Bid Item No. 286-1 — Turnout Construction (Concrete) — Per Square Yard Bid Item No. 286-2 — Turnout Construction (Asphalt) — Per Square Yard SECTION 327 MILLING OF EXISTING ASPHALT PAVEMENT The work specified in this item shall conform to Section 327 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction (2015). Item of Payment Payment for the work specified in this item shall be made under: Bid Item No. 327-70-1 — Milling Existing Asphalt Pavement (1" Avg. Depth) — Per SquareYard SECTION — 334 SUPERPAVE ASPHALT CONCRETE The work specified in this item shall conform to Section 337 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction (2015). Sub article 334-8.1 through 334-8.3 — Basis of Payment shall be deleted in its entirety. Sub article 334-8.4 — Payment shall be amended as follows: Bid Item No. 334-1-13 — Superpave Asphaltic Concrete (Type SP 9.5, Overbuild) — Per Ton Bid Item No. 334-1-13A — Superpave Asphaltic Concrete (Type SP 9.5, 1-1/4" Thick) — Per Square Yard Bid Item No. 334-1-13B — Superpave Asphaltic Concrete, Type S.P. 12.5 (1-1/2" Thick) — Per Square Yard 01025-26 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\0225 20th Ave and 16th St Intersection Improvement\Admim\bid documents\Master Contract Documents\Technical Specifications.doc