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<br />Exhibit 1 <br />Exhibit 2 <br /> <br />Exhibit 3 <br /> <br />Exhibit 4 <br /> <br />Exhibit 5 <br /> <br />Exhibit 6 <br /> <br />Appendix A <br />Appendix B <br /> <br />Appendix C <br />Appendix D <br />Appendix E <br /> <br />EXIDBITS <br /> <br />Vicinity Map <br />Fairmont Park East Drainage Area & Storm Sewer Map <br />Fairmont Park East 6-inch Ponding Depth above Top of Curb <br />Fairmont Park East 12-inch Ponding Depth Above Top of Curb <br />Fairmont Park East 18-inch Ponding Depth Above Top of Curb <br />Confluence of B 112-00-00 and B 112-02-00 <br /> <br />APPENDICES <br /> <br />Existing Storm Sewer Capacity Analysis <br /> <br />Hydraulic Model Results, Calculations & HGL's for Alternatives <br /> <br />Hydraulic Evaluation for Conveyance of Excess Runoff in Roadway <br /> <br />Alternative-1 Add Parallel Trunk Line to Existing Storm Sewer with <br />Pavement Repair for One Travel Lane to Sycamore Dr. <br />North <br /> <br />Alternative-2A Remove Existing Storm Sewer Trunk Line and Replace <br />with 5-year Capacity Trunk Line <br /> <br />Alternative-2B Remove Existing Storm Sewer Trunk Line and Replace <br />with lO-year Capacity Trunk Line <br /> <br />Alternative-3 Add Parallel Storm Trunk Line to Existing Storm <br />Sewer with Pavement Repair for One Travel Lane to <br />Spruce Dr. North <br /> <br />Alternative-4 Lower Roadway Profile from Mesquite Dr. to Spruce <br />Dr. South and Replace Storm Trunk Line with a 5-year <br />Capacity Trunk Line <br /> <br />Hydrologic Data <br />Existing & Proposed Fleetwood Drive Profile Grade Data <br />Data CD <br /> <br />TOC-3 <br /> <br />Klotz Associates Project No. 0127.009.000 <br />May 2009 <br /> <br />Fairmont Park East & Brookglen Drainage Study <br />City of La Porte <br />