ST9704-CS 990108;.! 01/12/99 TUE 13:54 FAX 9729319538 D0WDEY ANDERSON ASSOC -~-->-~ COPPELL ~002
; ':i:' . DOWNEY, ANDERSON AND ASSOCIA~ F_S,
:: ClWL ENGINEERS Q 1 ~"b $ b
~ 5225 VILLAGE CREEK DRIVE SUITE 200 ~ ~
~O 0~ PEANO, TEXAS 7SOg30 ~ ~ K
~ (972) g31-0694 FAX (g72) 931-9538 ~ .
. Mr. Gary Sieb
Ci~ of Coppell xY ~ D
255 P~kway Blvd. ~ ~ ~
Coppell, Texas 75019 ~ q ( ~ 'O O
:~'. X~ ~: To~ Cemer Boulev~d West ~
2}~.. ~ O The High School South Access Road
~'~ g 10~[ ave met Mth you ~d Ken Griffin over the past couple of monks reg~ding the High School
~ ~ ~ ou~ Access Road, refe~ed to as To~ Center Boulev~d West. As you ~ow, the prope~
~~~th of the proposed road is in a ~st.
-x-~ }/ prope~. Tom Center West (TCW) ~11 create a public roadway between Denton Tap Road ~d ~e High Scbol. Once this roadway is public, the development st~d~ds including
""~,~,~:,...,~ l~dscaping, b~l~ng setbacks, p~ng, driveway access, etc. ~e subject will ch~ge.
T.ce the reminder of ~e prope~ is relatively shallow in depth (no~h-sou~) ~d s~ce ~e
~7 dseaping adjacent to the existing screemg wall along H~tington ~dge will be le~
' ~aint~ned, we held a discussion ~th you of ways to avoid injuring ~e prope~y as follows:
1. 30' front building line iota TCW to face of stmc~e.
2. 15' re~ setback from south prope~y line to a building.
3. Credit l~dscape ~ea requirements onsite with the ~ea to the 'noah of TCW. This ~ea could
be applied to ~y of ~e exist~g percentage tests that affect l~dscape ~'eas.
~;:: 4. The prope~ wo~d be zoned Co~ercia] ~th ~ese addends.
,.: :-) 5. If the developer elects to landscape the 10 ~. ~de ~ea no~ of TCW, then he may reduce
: ~' ~e front building Hne to 25 feet but ~ ~is condition, he would not get relief from the
landscape requirements c~ent]y in place.
6. Access to Denton Tap Road as gener~ly shorn on E~bit "A'.
7. For p~oses of development of this size, the m~o~ ~d improvements to building frme
shall be ., ,
8. For fire protection, 150' hose leng~s can be used for radius of c~es.
~9~ ~ in TCW per prior discussions wi~ Ken
All site ~nage design for flow ~11 be collected~,~9
~.,~ C-' Griffin.
01/12/99 TUE 13:54 FAX 9729319538 DOWDEY ANDERSON ASSOC ~ COPFELL ~ 003
The net effect of this P .D. is to provide some latitude in developing a very narrow commercial
parcel, while providing right-of-way to construct a public street. See Exhibit A. The right-of-
way will be the back of curb, as was the case in developing Town Center Boulevard. The
sidewalk along the south side of the boulevard, to be constructed by the City at the time of TCW
construction will be within a 10' sidewalk and utility easement. The construction of all water,
sanitary sewer and storm sewers facilities will be included within the street R.O.W. to avoid the
property owner having to bore or tear out paving section in the future.
Ken Griffin agreed that the parkway on the north side of the road will be 10' in width. Due to
the shape of the property, the face of buildings, other than adjacent to Demon Tap Road will
probably face TCW. The parking lots for those buildings will be predominately east and west of
each building, therefore, we need to be allowed to have a series of driveways penetrating into
TCW.
The City will include water, sanitary sewer and irrigation conduit crossings to their plan. The
property owner will reimburse the City the contractors installation cost of construction, however,
the owner will review and approve the bids prior to agreeing to said construction of items that
the owner is obligated to reimburse.
It is traderstood that by dedication of the right-of-way, the property owner, assigns or successors
will not be required to pay for any of the roadway improvements. I assume that you have
discussed this situation with the City Council. Please let me know of any comments.
Hopefully this matter can be processed in an expeditious manner.
Sincerely,
William A. Anderson, P.E.
cc: Ken Griffin, P.E.
01/12/99 TUE 13:53 FAX 97293]-11538 D0WDEY ANDERSON ASS94 ~ COPPELL ~ 001
~ Dowdey, Anderson &Associates, Inc.
5225 Village Creek Dr., Suite 200
Plano, Texas 75093
II I I III Ill I
Date: ~~.! :~Z / qq
Number of p including cover sheet:
Project:
Phone: Phone: 972-931-0694
Fax phone: Fax phone: 972-931-9538
CC:
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