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c La Porte Golf Community • <br />SCU03-002 <br />August 27, 2003 <br />Page 3 of 6 <br />development ratio of 4.8 units per acre to approximately 120 acres, this <br />. ~ property may yield approximately 576 dwelling units. This current plan <br />designates seven sections of single-family residential with average lot <br />size of 60'x110'. (Larger lots are proposed abutting the .City's Golf <br />Course.) The total number of single-family residential lots equals 444 <br />with a density of 3.7 units per acre. ~ This density is considerably less <br />than the 4.8 units per acre allowed in R-1 zoning districts. <br />. • Utilities -There are sufficient water distribution facilities along frontage <br />road of SH. 146 and McCabe Road to supply potable water and fire <br />protection to this proposed project. Provisions will have to be made to <br />ensure that sufficient utility extensions can be made to serve the whole <br />. ~ development. Currently, sanitary sewer service is not available to this <br />site; however, as a part of the City's master sewer plan for the area, ~~ <br />easements were secured to provide a 24" trunk main. The plan provides <br />for two possible sites for a tie in just near Popular Cove and Little Cedar. <br />The Developer, through a Sewer Utility Agreement, should commit to <br />paying for the sanitary sewer services and improvements needed to <br />provide sewer service to this project and be responsible for the on-site <br />improvements needed to serve this project. The Developer's <br />participation may be an eligible expense with the TIRZ that allows the <br />developer to seek reimbursement. <br />• Drainage -The proposed development lies within the Taylor Bayou <br />Watershed and T1RZ #1. ~ The channel improvements cannot directly <br />receive stormwater runoff from this development. A solution is to <br />provide stormwater detention within this development. <br />The proposed layout depicts several reserves along eastern boundary of <br />the development adjacent to the golf course. These reserves are intended <br />' - to provide the drainage and detention for the full development. The <br />developer's layout for drainage and detention is quite similar to the <br />layout. contained in the Taylor Bayou Drainage Master Plan. The Master <br />Plan shows anorth-south channel conveying storm water downstream to <br />a detention pond that is less than the one provided by the developers. <br />This layout shows wider channel areas serving as additional buffer for <br />the golf course. The layout also shows that ~ 15 acres (Reserve Z) of off <br />site detention is being used to meet all the storm water management <br />`needs. Additional information is needed to determine if the Developer <br />owns this property and/or if the Developer has secured the necessary <br />easements from the current property owner to use this land. These <br />constant level ponds could also increase aesthetics for adjacent <br />homeowners and users of the pedestrian trails. However, Staff suggests <br />wrought iron fencing along the detention areas to prevent free movement <br />of pedestrian traffic between the golf course and the subdivision. <br />Detention basins design and calculations will be reviewed thoroughly to <br />' ~ make sure that water is retained sufficiently to prevent flooding on the <br />golf course and the subdivision. In addition, the Commission may wish <br />to determine, in a development agreement, the party that shall be <br />