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�. Kimley-Horn <br />®® and Associates, Inc. <br />Mr. ChucIrDillerad <br />March 3, 2006 <br />Page 2 of 3 <br />are identified as "constructed wetlands treatment area". We have included the final plans <br />for the wastewater treatment and disposal plans for your approval. <br />Water System <br />It is our understanding that the City will extend public water to the site from the east. Our <br />design includes the construction of the trunk water main through the site. <br />Storm Sewer <br />Storm sewer for the site has previously approved and permitted by the Valley Branch <br />Watershed District (VBWD) with several conditions. The church area and roadway does <br />not need to be modified at this time. A revised submittal will be made to VBWD as part <br />of the OP preliminary plat process. <br />Final Plat <br />LEFC will be submitting the final plat in the next week or so. It is our intention to have <br />the final plat ready to go to City Council at the same time the final site plan is ready for <br />City Council approval. <br />Submittal Information <br />The following information is enclosed as part of this submittal package: <br />• Final Site Plan drawings (4 copies of full-size plans and one reduced 11xl7 <br />copy) of the following drawings: <br />• Existing Conditions and Removals Plan (sheet 200.CD) <br />• Grading, Drainage, and Erosion Control Plans (Sheets 200.ICG and <br />200.2CG) <br />• Roadway, Watermain Plan and Profile (Sheet 200.LCR) <br />• Church Driveway Plan and Profile (Sheet 200.2CR) <br />• Site Plan (Sheet 200.1CS) <br />• Site Plan Spot Elevations (Sheet 200.2CS) <br />• Utility Plan (Sheet 200.CU) <br />• Paving Plan (Sheet 200.CP) <br />• Civil Details (Sheet 210-212) <br />• Landscape Plan (Sheets LI.1 through LI A) <br />• Site Lighting Plan (Sheet 900.OT) <br />• Site Photometric Plan <br />• Building Elevations (Sheets 510-514) <br />• Wastewater Treatment System Plans (l 1x17 only) <br />• Development Application Form including clarification of code issues <br />• Check for $1,150 <br />