Villages of CC 6-CS 941103 (2) TIPTON ENGINEERING, INC.
ENGINEERING · SURVEYING · PLANNING 4040
6330 BeltLine Road · SuiteC · Garland, Texas 75043 · 12141226-2967 · FAX 226-1946
November 3, 1994
Mr. Michael A. Martin, E.I.T.
Graduate Engineer
CITY OF COPPELL
255 Parkway Boulevard
Coppell, Texas 75019
Re: VILLAGE AT COTTONWOOD CREEK SECTION VI
COPPELL, TEXAS
Dear Mr. Martin:
With reference to your letter dated October 27, 1994, we are listing below the responses to the
Development Engineering comments:
1. We have shown all new and existing water, sewer and drainage
easements on the plat and labeled accordingly, along with
easements which are to be abandoned.
2. We have provided an additional alley right-of-way at the northwest
comer of the intersection of alleys A1 and A2.
3. We have shown the sight visibility triangles at all street
intersections as described in the City's Sight Visibility Ordinance
No. 90496.
4. We have shown minimum finish floor elevations for lots adjacent
to the 100-year floodplain on the plat.
5. We have labeled all common areas on the plat.
6. All street radius internal to the subdivision are shown to be a
minimum of 25 feet. Streets intersecting Parkway Blvd. have a
minimum radius of 30 feet.
7. We have provided a slope protection adjacent to alleys A1 and A2.
Mr. Michael A. Martin, E.I.T.
November 3, 1994
Page No. 2
8. We have labeled all alleys in the plan views on the Paving and
Grading Plans.
9. We have labeled all profile views.
10. We have removed and relocated inlets in locations where street
radius conflict with existing inlets on Parkway.
11. We have shown inlet locations on the Grading Plans.
12. We have shown existing and proposed water and sewer lines on
the Drainage Plans.
13. On Sheet 17, we have picked up drainage from Gifford Drive
before it reaches Parkway Boulevard.
14. On Sheet 19, we have located the inlet for Line G as specified.
15. On Sheet 19, we have corrected any existing erosion problems.
16. We have provided 45 degree bends in water lines where 90 degree
bends are shown and there are no curves in the sewer less than
850' radius.
17. Water and sewer services have been shown for each lot.
18. Manholes are shown as indicated on Water and Sewer Plans.
19. On Sheet 19, we shown the inlet located in Alley E to be located
to lot line to avoid driveway conflicts.
20. We have noted that brick pavers are required on street intersecting
Parkway Boulevard as per the City's standard details.
21. We have located the 5' sidewalk 1' off the property line.
22. On Sheet 16, we have relocated the inlets to the lot lines.
23. We have shown all water line and sanitary sewer crossings on the
Storm Sewer Plans.
Mr. Michael A. Martin, E.I.T.
November 3, 1994
Page No. 3
24. We have shown the located of existing water line along Parkway
Boulevard on Storm Sewer Plans.
25. As per the City's standard details, we have shown concrete encase
all drop manholes and all utilities which cross within 24" of each
other.
26. We have provided erosion control along the north side of
subdivision.
This concludes our review of your comments. If you have any questions or if we can furnish
any additional information, do not hesitate to contact us.
President
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