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III. Revise Subsection II.B. Appendix "A" as follows: <br />B. The CONSULTANT shall provide engineering and prepare design plans, preliminary opinions <br />of probable construction cost, and other submittal documents following the INDOT LPA <br />Process Guidance Document for Local Federal Aid Projects, dated April 2012 and revisions <br />thereto, for the Bendix Road Reconstruction Project in the City of South Bend, Indiana. The <br />project limits are along Bendix Drive from approximately 320 feet south of the centerline of <br />Lathrop Street to the 1-80 Toll Road Bridges for a length of approximately 5,730 feet. <br />IV. Delete Subsection II.C.2.a. Appendix "A" and replace with the following: <br />a. The LPA is implementing a road diet and reducing the typical section of Bendix <br />Drive from four lanes to a three lane section, including one 11 foot wide travel <br />lane in each direction with a 12 foot two way left turn lane, with new curbs each <br />side and a 5 foot wide sidewalk with a 5 foot wide grass buffer along the east <br />side of the roadway. The roadway shall be designed such that the proposed left <br />back of curb matches the left existing back of curb location and elevation to the <br />extent possible. Full depth reconstruction of Bendix Drive will extend from 470 <br />feet north of the centerline of Lathrop Street to the south end of the 1-80 Toll <br />Road Bridges. The jughandle at the intersection of Bendix Drive and Nimtz <br />Parkway will be removed and replaced with an exclusive left turn lane for <br />northbound traffic turning onto westbound Nimtz Parkway. Along Bendix Drive <br />from approximately 320 feet south to 470 feet north of Lathrop Street, the <br />pavement markings will be revised to transition from the existing four lane <br />roadway section south of Lathrop to the new three lane roadway. The sidewalk <br />shall extend south of the full depth reconstruction limits to the north side of <br />Lathrop Street to allow for future extension. <br />The change in the typical section along with the inlet spacing requirements for <br />the corridor, will require adjusting and reconstructing existing inlets and <br />manholes, adding additional inlets and manholes to collect storm water. The <br />project shall also include replacement of 184 feet of storm sewer pipe to <br />eliminate a deficiency in the trunk storm sewer. <br />The change in scope for the project will require the CONSULTANT to abandon <br />the current proposed design plans that were based on a four lane unbounded <br />overlay pavement section. The plans were developed nearly to the Stage 2 <br />level. The revised scope of work will develop the plans back to the Stage 2 level. <br />V. Add Subsection II.C.2.d Ap <br />pendix "A" as follows: <br />d. The CONSULTANT shall complete design and plans for a traffic signal <br />modification at the following intersections: <br />i. The CONSULTANT shall complete design and plans for a traffic signal <br />modification at the (2) intersections of Bendix Drive with Boland Drive and <br />with Sugar Maple Lane and Court, to adjust the existing traffic signal heads <br />to accommodate the changes to the typical section. Modifications to the <br />2of13 <br />Supplemental Agreement No. 1 <br />