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<br /> <br />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 />b) Engineer will set a 5/8 inch rebar, 2 feet long, with DLZ identification cap at all <br />lot corners in accordance with 865 IAC 1-12. Lot corners will be set prior to <br />the conveyance of lots or within 12 months after the recording date of the <br />subdivision plat, whichever comes first. After the completion of the <br />monumentation of a phase, Engineer will file an affidavit with the County <br />Recorder certifying that the monumentation of the subdivision has been <br />completed. <br />3) Geotechnical Engineering Exploration <br />a) The test locations will be marked/staked. <br />b) Indiana 811 – the state on call center will be notified to mark all existing <br />utilities within the public areas. <br />c) The Geotechnical Engineer will explore the subsurface soil and groundwater <br />conditions at the proposed site by drilling a total of fourteen (14) soil borings. <br />Ten (10) will be drilled to a depth of 10 ft below the existing grade and four (4) <br />will be drilled to a depth of 30 ft below the existing grade for a total drilling of <br />up to 220 linear feet. <br />d) Split-spoon samples will be obtained at two and one-half (2.5) feet to five (5) <br />feet intervals for laboratory analysis. Standard Penetration Tests (SPT) values <br />will be recorded for each split spoon sample. Groundwater observations will be <br />made during and immediately after completion of the drilling. <br />e) The boreholes will be backfilled with auger cuttings mixed with bentonite chips <br />after the drill operations. Excess auger cuttings (if any) will be spread at the site <br />away from pedestrian traffic. <br />f) The exploration will include laboratory testing on representative soil samples to <br />determine its classification and understand strength, compressibility and other <br />engineering characteristics. <br />g) The results of the field exploration and laboratory tests will be utilized in the <br />engineering analyses in formulation of recommendations and will be presented <br />in a written report signed by a registered professional engineer. <br />4) Subsurface Utility Locates (Allowance) <br />a) In critical areas, Engineer may employ a subsurface utility locator to provide <br />ground markings of utility locations. The marks will be surveyed and added to <br />the base map. <br />5) 60% Design Phase: Prepare 60% Design Phase documents consisting of final <br />design criteria, preliminary drawings, preliminary specifications, and written <br />descriptions of the Project including: <br />a) Site Drawings <br />i. Existing Conditions <br />ii. Clearing and Removals Plans <br />iii. Geometric Plans <br />iv. Grading and Drainage Plans <br />v. Utility Plans <br />vi. Landscape Plans <br />vii. Electrical Plans <br />viii. Details <br />b) Aquatics Building Drawings