Wynnpage N 2&3-CS050223DEVELOPMENT REVIEW COMMITTEE
ENGINEERING COMMENTS
ITEM:
Wvnnoaee Plaza North, Lot 2, Block B, Final Plat, to allow the
development of an approximate 3,500-square-foot one-story office building
and an approximate 16,000-square-foot two-story building on 2.234 acres of
property located along the west side of Denton Tap Road, approximately
180 feet north of Wynnpage Drive, at thc request ofGreg Yancey.
STAFF REP.: Matt Steer PROJECT ID# FP-05-0006
DRC DA TE: FEBRUARY 23, 2005 and MARCH 3, 2005
CONTACT: Kenneth M. Gri~n, P.E., Dir. o~ En~ineerin~/Public Works 972/304-3686
1. Please verify with the gas company that the modified alignment of the crossing of their
easement is acceptable.
DEVELOPMENT REVIEW COMMITTEE
ENGINEERING COMMENTS
ITEM:
Wynnpage Plaza North~ Lot 2, Block B~ Site Plan, to allow the
development of an approximate 3,500-square-foot one-story office building
and an approximate 16,000-square-foot two-story building on 2.234 acres of
property located along the west side of Denton Tap Road, approximately
180 feet north of Wynnpage Drive, at thc request ofGreg Yanccy.
STAFF REP.: Matt Steer PROJECT ID# SPA-05-0005
DRCDATE: FEBRUARY 23, 2005 and MARCH 3, 2005
CONT,4 CT: Kenneth M. Gri~n, P.E., Dir. o[ En~ineerin~/Public [Forks 972/304-3686
COMMENT STATUS: ,/'PRELIMINARY F4N-Ag ~
Site Plan:
1. Provide the width dimension of the sidewalk.
Sheet C1:
1. Sub-grade stabilization requirements shall meet City of Coppell Standards.
Sheet C2:
1. Does the agreement with the property owner to the north allow concentration of flow as
proposed from the flume? Provide engineering information on the flume (velocities, slope,
capacity, etc.). Verify the flume as designed will handle 13.8 cfs.
Sheet C3:
1. Show location of FDC and minimum 4" diameter piping.
Sheet C4:
1. Silt fencing is required to have wire backing. Erosion control shall follow TCEQ guidelines.
· Additional requirements may be identified during full engineeringplan review.