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Amendment No 2 to Owner-Engineer Agreement - Engineering Design Services for St. Joseph Riverbank Stabilization – Cardno Inc.
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Amendment No 2 to Owner-Engineer Agreement - Engineering Design Services for St. Joseph Riverbank Stabilization – Cardno Inc.
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9/23/2020 3:06:55 PM
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9/23/2020 3:06:54 PM
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Board of Public Works
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Contracts
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9/22/2020
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Project Name: St. Joseph River Bank Stabilization <br />Project Number / Phase: J18X465600 <br />Date: July 1, 2020 Change Order Number: 02 <br />Prepared By: Lisa Setnor Project Manager: Ross St. Clair <br /> John Richardson <br />Change Requested: <br />Cardno Inc. will complete design, plan development and specification development for guardrail up to 700 <br />feet (685’ anticipated to be required) along North Shore Drive in conjunction with the current St. Joseph <br />River Bank Stabilization engineering design study. The necessary plan information and standard details <br />along with construction specifications will be added to the previously mentioned St. Joseph River Bank <br />Stabilization design plans and specifications. Work related to guardrail design will be completed at the <br />fixed fee price stated below. <br />Design and Bid Documents <br />1.Cardno will complete design of up to 700 feet of INDOT guardrail along North Shore Drive to <br />encompass the entirety of the North Shore Bank Stabilization project (325’) currently being developed by <br />Cardno and the previously installed 100’ of rock bank stabilization immediately adjacent to the east. With <br />the two previous bank stabilization areas identified as area of concern (hazard) measuring 425’, a total <br />length of approximately 685’ of guardrail is anticipated with a 130’ runout length required on either end of <br />the hazard. Based on utility locates and existing site survey, Cardno assumes that the guardrail will <br />terminate prior to the gas line indicated east of the project areas and no utility relocation will be required. <br />It is also assumed that relocation of the overhead power and associated light poles will be performed by <br />others prior to any construction of guardrail. Based on existing site survey, Cardno also assumes that the <br />minimum 2’6” embankment width behind the post is available and therefore would not require INDOT <br />review and approval which comes with detail modification. <br /> <br />
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