Loading...
HomeMy WebLinkAboutPreliminary Plat - Jehovah Jireh Village, Phase Two DATE: December 15, 2008 TO: Planning Commission FROM: Stephen C. Richardson, Planning Manager SUBJECT: Consider a request for preliminary plat approval of Jehovah Jireh Village, Phase Two FILE: Preliminary Plat - Jehovah Jireh Village, Phase Two STAFF REPORT The Planning Manager recommends approval subject to the following conditions: 1. Provide the necessary fire hydrants to meet city code. (Fire Marshal) 2. Street lights are required at 200' spacing and at the intersection of Rohi and Sarah. (Traffic Engineering) 3. Developer responsible for installation of traffic signs as required for subdivision acceptance. (Traffic Engineering) 4. Refer to the City of Beaumont Water Utilities standard detail sheet, typical long and short side water and sanitary sewer service connection standard detail, for the correct location of the water and sanitary sewer service lines. (Water Utilities) 5. The 3" Schedule 80 PVC conduit should be located within the 10' utility easement and not within the right-of-way. (Water Utilities) 6. Show the location of the sanitary sewer service line for Lot 6, Block 3. (Water Utilities) 7. Relocate curb stop and flush out to just past the water service for Lot 6, Block 3 and show water service. (Water Utilities) 8. Water service lines are to be 1 2@. Size of the 2" water line around cul-de-sac may need to be increased to accommodate the materials needed. (Water Utilities) 9. Water Utilities will review the water and sewer design in detail when the preliminary construction plans are submitted for the subdivision only and will address their comments at that time. (Water Utilities) 10. Show the existing right-of-way and pavement widths of Sarah St. (Engineering) 11. Show starting point of centerline of Rohi Street at centerline of Sarah. (Engineering) 12. Show flow arrows for gutter. (Engineering) 13. Radius of Rohi Street at Sarah must be 20'. (Engineering) 14. Label 10' utility easement on east side of Rohi Street. (Engineering) 15. Make tie-in to junction box at an angle less than 90 degrees. (Engineering) 16. The radius of the cul-de-sac is 33.5' from the centerline of the street. (Engineering) 17. Add Note #5 - A All lots shall be graded to drain to the street. No lot shall drain onto adjacent lots before or after structures are built.@ STAFF REPORT continued Mark W. Whiteley & Associates has applied for preliminary plat approval of Jehovah Jireh Village, Phase Two. The property is located on the south side of Sarah Street, east of Jehovah Jireh Village, Phase One. Jehovah Jireh Village, Phase Two, is an 18 lot, single family residential subdivision. The 4.98 acre subdivision will be accessed by Rohi, a local street with a 50' wide right-of-way and a 27' pavement width. Water and sewer will be installed to meet City specifications. This item was sent to all interested parties. The Fire Marshal has required that an adequate number of fire hydrants be installed. Traffic Engineering has required that an adequate number of street lights be installed. Water Utilities has required several modifications to the water and sanitary sewer facilities. Engineering had several corrections to the plat. Exhibits are attached. GENERAL INFORMATION/PUBLIC UTILITIES APPLICANT: Mark W. Whiteley & Associates, Inc. PROPERTY OWNER: Antioch Missionary Baptist Church LOCATION: South side of Sarah, west of Jehovah Jireh Village, Phase I EXISTING ZONING: RS (Residential Single Family Dwelling) District PROPERTY SIZE: 4.98 acres, more or less EXISTING LAND USES: Vacant FLOOD HAZARD ZONE: A X @ - Areas determined to be outside 500-year floodplain SURROUNDING LAND USES: SURROUNDING ZONING: NORTH: Residential RS (Residential Single Family Dwelling) District EAST: Vacant RS SOUTH: Church GC-MD (General Commercial-Multiple Family Dwelling) District WEST: Vacant GC-MD COMPREHENSIVE PLAN: Stable Area STREETS: Rohi - Local street with a 50' wide right-of-way and a 27' pavement width DRAINAGE: Curb and gutter WATER: 6" water line SANITARY SEWER SERVICE: 6" sanitary sewer line