Specifications include, but are not limited to: 1. THE CONTRACTOR SHALL RESTORE ALL ROADWAY EXCAVATIONS WITH 6" COMPACTED STONE BASE, AND 6" PROPERLY-COMPACTED ASPHALT WEARING-COURSE MATERIAL. TOP OF ASPHALT SHALL BE FLUSH WITH TOP OF FINISHED ROAD SURFACE. 2. CONTRACTOR SHALL SAW CUT THE EXISTING PAVEMENT IN A STRAIGHT LINE ALONG THE PROPOSED LONGITUDINAL JOINT BETWEEN THE EXISTING PAVEMENT AND THE PROPOSED CURB. THIS SHALL BE DONE BEFORE PLACING CONCRETE. CONTRACTOR MAY POUR CONCRETE ALONG THIS JOINT WITHOUT FORMING EXCEPT IN AREAS WHERE EXISTING PAVEMENT IS DAMAGED. 3. AGGREGATE MATERIALS AND CONSTRUCTION METHODS SHALL MEET THE REQUIREMENTS SECTION 307 OF THE APPLICABLE SPECIFICATIONS. 4. ANY FILL PLACED ON PROJECT WILL BE CLEAN SOIL SUITABLE FOR GRASS GROWTH AND MUST BE DEEMED SUITABLE BY THE ENGINEER. ANY SUITABLE MATERIAL EXCAVATED FROM WITHIN THE PROJECT LIMITS WILL BE USED AS EMBANKMENT (FILL) MATERIAL. IF MATERIAL EXCAVATED WITHIN THE PROJECT LIMITS IS EXHAUSTED, CONTRACTOR WILL HAUL IN MATERIAL DEEMED SUITABLE BY THE ENGINEER FROM AN OUTSIDE BORROW SITE. WORK UNDER THESE ITEMS SHALL MEET THE REQUIREMENTS OF SECTION 207 AND 211 OF THE APPLICABLE SPECIFICATIONS. 5. SIDEWALK CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE PLANS AND SECTION 609 OF THE APPLICABLE SPECIFICATIONS. 6. SIDEWALK RAMPS WILL BE INSTALLED AS SHOWN ON THE PLANS PER CORRESPONDING DETAILS.
