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Page 2 <br />(Exhibit K – (Amendment to Owner-Engineer Agreement) – Attachment 1) <br />EJCDC E-500 Agreement Between Owner and Engineer for Professional Services. <br />Copyright © 2008 National Society of Professional Engineers for EJCDC. All rights reserved. <br /> <br />1.5.3 A new alternative to technical standards will be required for the water main <br />permit and the NOI scoped in Amendment 1 will no longer be adequate. A full <br />water main construction permit will be required because it is anticipated that the <br />standard separation distances between water and sewer mains will not be <br />achievable. This amendment provides for additional effort to cover increasing the <br />final design to include Western Avenue. The base fee for this effort was provided <br />as a separate, if needed fee with Amendment 1. <br /> <br />2.0 STREET DESIGN, PLANS AND CONTRACT DOCUMENTS – Western Avenue <br />2.1 CONSULTANT will prepare street design plans, including traffic calming measures, and <br />contract documents for Western Avenue improvements, in accordance with the scope of <br />services outlined in Amendment No. 1. <br />2.2 Include design for partial modification of the existing traffic signal at Martin Luther King Jr. <br />Drive and Western Avenue. Amendment assumes traffic signal design services relative to <br />any other upstream or downstream intersections along MLK Drive or Western Avenue will <br />not be required. <br />2.2.1 Coordinate between Roadway Design and Traffic Signal Design to establish <br />proposed intersection geometry, drainage and utility facilities. <br />2.2.2 Coordinate with OWNER to verify project goals, equipment preferences, and <br />overall performance requirements for the proposed traffic signal improvements at <br />the intersection. <br />2.2.3 Proposed traffic signal modification improvements at the project intersection <br />reflect and assume the following: <br />2.2.3.1 Southeast Quadrant <br />2.2.3.1.1 Relocate the existing pedestrian signal head post and one of the <br />two existing pedestrian signal heads in the southeast quadrant <br />closer to the assumed level landing area for the south crossing <br />curb ramp. The existing pedestrian push button and signal will <br />be removed and replaced with a new Accessible Pedestrian <br />Signal (APS) unit to be used for the south crossing. <br />2.2.3.1.2 The other existing pedestrian signal head will be relocated to a <br />new pedestrian signal post assembly that will be placed closer <br />to the assumed level landing area for the east crossing. A new <br />APS unit will be installed on the new pedestrian signal pole <br />assembly to be used for the east crossing. <br />2.2.3.1.3 The existing traffic signal handhole currently located in the <br />pavement area near the east crossing curb ramp opening will <br />need to be adjusted to grade, based upon the assumed <br />pavement, curb lines, and sidewalk improvements. New <br />conduit openings will also be drilled into the existing signal <br />handhole to provide connection to the pedestrian signal post <br />assemblies. <br />2.2.3.1.4 It is assumed the City is agreeable to using the existing traffic <br />signal controller cabinet assembly and power supply/lighting