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6.The Final Plat shall meet all requirements of applicable law as defined in the Development <br />Agreement. <br />7. The Final Plat shall contain the name of the Engineer/Surveyor responsible for preparing the <br />documents. <br />8.Water availability certificates shall be provided by Suncadia Water System LLC for each of the 64 <br />lots created by this subdivision. <br />9. All development, design and construction shall comply with all applicable laws as defined in the <br />Development Agreement. <br />10. Lot and road dimensions are to be shown on the face of the plat. <br />11. Civil Plans will be reviewed and approved as submitted prior to final plat approval in accordance with <br />the Development Agreement. <br />12.Required Infrastructure and Utilities, as defined in the Development Agreement, shall be installed and <br />completed or bonded or other financial guaranties or accommodations made for their completion prior <br />to final plat approval of each subphase. <br />13. Timing of Improvements: Per the Suncadia 2009 Development Agreement section 5.3 Infrastructure, <br />Surety Bonding or Other Assurances. Infrastructure identified by Trendwest in an approved Site <br />Development Plan must be provided and available for use before the issuance of the first certificate of <br />occupancy for Master Planned Resort Accommodation Units included with such plan. For purposes <br />of final plat approval or issuance of building permits, infrastructure may be guaranteed through surety <br />bonding or other financial assurance device acceptable to the County. The estimated costs of <br />providing all such guaranteed Infrastructure shall be reviewed and approved by the County Public <br />Works Director or designee. Surety bonding or other financial device provided to the County shall be <br />in an amount equal to at least 110% of such estimated costs as determined by Trendwest’s architects <br />and engineers. <br />14. The following items are required for review by Public Works prior to final approval: <br />a)Profile views of Kokanee Loop and Kokanee Circle <br />b) Horizontal curve data for Kokanee Loop and Kokanee Circle <br />c)Radius data for all intersections. <br />d) Right of way width on all roadway plan views. <br />e)The supplied plan does not provide sufficient detail for substantive utility review. <br />f)The biofilitration swale depicted on lot S-4 appears to be situated immediately up- <br /> gradient of a steep slope area. Please affirm that no slope instability is anticipated as a <br />result of the biofiltration area on lot OS-4 is also close to the top of slope. Please <br />confirm that no bank instability is likely to result from the location of the dispersion <br />areas. <br />g)Please provide design calculations for all treatment and disposal areas. <br />h)Please provide disposal rate assumptions supporting all design calculations. <br />i)Please see comments above regarding slope stability concerns. <br />j)Please provide an inventory of equivalent residential units (or the accounting method <br />utilized in the Group A Water System Plan) affirming sufficient capacity serving the plat. <br />k)Please provide an inventory of equivalent residential units (or the accounting method <br />utilized in the General Sewage Plan affirming sufficient capacity serving the plat. Also, <br />Pg 4