Loading...
HomeMy WebLinkAboutStaff ReportsSTAFF REPORT Item: Consideration of a Preliminary Plat of approximately 3.33 acres for the Greensworld Subdivision Phase-III located at 1001 Earl Rudder Frwy South, a.k.a. State Highway 6 East Bypass. (0-131) Applicant: Kling Engineering for Regency Parkway, Inc. Item Summary: The subject tract is currently unplatted. The lot is currently zoned C-2. The property is shown on the Land Use Plan as "Retail". The subject property is located north of and adjacent to the Nissan dealership. There exists a 21" public sanitary sewer that traverses the center of the property. The sewer is to be relocated and the associated easement abandoned. Anew sewer will circumvent the proposed building footprint. The owner will also accommodate the new northeast sewer line, which is to be constructed in the near future. An 18" water line runs along the front (northwest) of the property. The owner will continue this line through his property and is requesting oversize participation (OP) for the construction. The applicant is requesting a variance to city ordinance by platting a lot that does not have access. However, the subject lot is entirely in the 100-year floodplain of Carter's Creek and this action is intended for flood insurance purposes. Staff Recommendations: Staff recommends approval of the preliminary plat along with the requested variance. Commission Action Options: The Commission has final authority over the preliminary plat. The options regarding the plat are approval as submitted or denial. Defer action or table only at applicant's request. Supporting Materials: 1. Location Map 2. Application 3. Infrastructure and Facilities 4. Copy of Final Plat INFRASTRUCTURE AND FACILITIES Water: An 18" water line currently exists along State Highway 6 Access Road. The plat shows the extension of the 18" line through the property. The Public Utility Easement will be continued along the Access Road for the water line. Sewer: Adequate sewer is available to the subject property via the 21" line that currently exists onsite. The plat shows a proposed route for the sewer line. The final engineered design will determine the ultimate layout and easement. Streets: There are no streets on this property. Off-site Easements: None required. Drainage: The site will be required to meet the City Drainage Ordinance at the site plan stage. This site abuts the Carter's Creek channel. Drainage will be directly to the channel. Flood Plain: The site is adjacent to Carter's Creek and its associated 100-year floodplain. Some in-filling of low areas will take place to mitigate flooding hazards and remove the property from the flood hazard area. Oversize request: Oversize participation is requested on the water line and may possibly be requested on the sewer. This will not be decided until the design of the sewer is complete. Impact Fees: None NOTIFICATION: Legal Notice Publication(s): None Required. STAFF REVIEW COMMENTS No. 1 Project: GREENSWORLD SUBDIVISION PH 3 (PP)-PRELIMINARY PLAT (0- 131) PLANNING 1. Include the current zoning of all tracts. 2. Include on Lot Two at southwest corner the S22°51'23"E segment length (157.39' extends to corner of Lot One). Reviewed by: Spencer Thompson Date: 08/02/00 ENGINEERING 1. Include cost estimates on water line for oversize participation calculations. Reviewed by: Spencer Thompson Date: 08/02/00 ELECTRICAL 1. Developer responsible for installing conduit per city spec and design. 2. Developer responsible for pouring Transformer pad per city spec and design. 3. Developer responsible for providing easements to cover all primary electric lines and equipment. 4. CT.s and Metering will be on the Transformer. Reviewed by: Jennifer Reeves Date: July 10, 2000 NOTE: Any changes made to the plans, that have not been requested by the City of College Station, must be explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans that have not been pointed out to the City, will constitute a completely new review. Staff Review Comments Page 1 of 1 J:\PZTEXT\PZ03384. DOC