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Change Order No. 02 <br />Western Avenue Corridor Improvements <br />Project No. 115-097 <br />e. Water services 2" and larger shall be ductile iron, Class 50, 150 psi working pressure and in <br />accordance with AWWA C-151-91. Ductile iron pipe and valves shall be in accordance with <br />the project specifications. The water service shall include the ductile iron pipe, tapping <br />sleeve and valve, connection to existing service, and all mechanical joint fittings. <br />Add Section B.7: <br />B. Additions <br />7. In the event that fiberoptic conduit crosses the proposed foundation location, the Contractor <br />shall modify reinforcement and formwork to allow for the conduit to pass through the foundation <br />and shall be paid for Lighting Foundation Extra at the unit prices as set forth in the proposal. <br />LXXIII. DRILLED SHAFT FOUNDATION TYPEI4A <br />Revise Section BA: <br />B. Additions <br />1. Drilled shaft foundation shall be installed as noted on the plans and in accordance with INDOT <br />Standard Drawing E805-TSCS-re-15. <br />LXXXX. FLOWABLE BACKFILL. NON -REMOVABLE <br />Add: <br />A. Prevailing Specifications: <br />2016, INDOT Standard Specifications Section 213 <br />B. Additions: <br />Flowable backfrll shall be utilized where indicated on the plans. Flowable backfill will be <br />measured and paid for as FLOWABLE BACKFILL, NON -REMOVABLE (CYS). <br />LXXXXI. CENTER LINE EXPOSURE <br />Add: <br />A. Prevailing Specifications: <br />2016, iNDOT Standard Specifications Section 202 and 213 <br />B. Additions: <br />1. Voids in the subgrade are suspected beneath the pavement from Kaley Street to Meade Street <br />over the length of the existing sanitary sewer. <br />2. Contractor shall saw cut the existing pavement to remove two feet of existing pavement over <br />the existing sewer. The existing asphalt and concrete pavement shall be removed from the <br />site and properly disposed of. <br />3. The existing subgrade shall be inspected to determine the location and extent of the potential <br />voids. <br />4. Contractor shall place Flowable fill in the exposed trench to fill the voids and the excavated <br />trench to a level necessary to obtain a minimum of 2" of HMA Wedge and Level for the bond <br />breaker course for the proposed grade. <br />SHEET 4 OF 4 <br />