Loading...
Vistas of C P1-CS 960201 DEVELOPMENT R VIEW COMMITTEE ENGINEERING COMMENTS ITEM: Vistas of Coppell, Phase I, Preliminary Plat, to allow the development of a 113 lot residential subdivision located along the south side of Spur 553 (also known as Vista Ridge Blvd.), east of Denton Tap Road, and north of Denton Creek, at the request of Carter & Burgess, Inc. DRC DA TE: January 25, 1996 and February 1, 1996 CONTACT: Ken Griffin, P.E., Assistant City Manager/City Engineer (304-3679) I COMMENT STATUS: PP~ELIMINARY d'FINAL SUBSEQUENT TO P&Z · · Preliminary Plat Comments: 1. Information should be provided on the flood protection provided by the levee. The Coppell Floodplain Ordinance requires that the height of the levee be based on the standard project flood elevation plus 3 feet of freeboard. 2. Any access to the state highway will also require TxDOT approval. 3. The correct visibility easement at Bella Vista nd Vista Ridge Blvd. should be shown. The 45' x 45' is incorrect. 4. The lot layout (Lots 15, 16 & 17, Block N) should be the same on the plat, water and sewer and drainage plans. This will affect the placement of inlets. Drainage Comments: 1. Positive overflow will be required at all low point inlets. DEVELOPMENT REVIEW COMMITT tT. ENGINEERING COMMENTS ITEM: Vistas of Coppell, Phase I, Preliminary Plat, to allow the development of a 113 lot residential subdivision located along the south side of Spur 553 (also known as Vista Ridge Blvd.), east of Denton Tap Road, and north of Denton Creek, at the request of Carter & Burgess, Inc. DRC DA TE: December 28, 1995 and January 4, 1996 CONTACT: Ken Griffin, P.E., Assistant City Manager/City Engineer (304-3679) SUBSEQUENT TO P&Z Preliminary Plat Comments: 1. Information should be provided on the flood protection provided by the levee. The Coppell Floodplain Ordinance requires that the height of the levee be based on the standard project flood elevation plus 3 feet of freeboard. 2. Any access to the state highway will also require TxDOT approval. Drainage Comments: 1. Positive overflow will be required at all low point inlets.