BEI Properties-CS050322March 22, 2005
COl'FELL
Keith Hamilton, P.E.
Hamilton Consulting
601 Harwood Road
Hurst, TX 76054
RE: BEI Properties Addition/Lot 1, Block
Construction Plan Review Comments
Dear Mr. Hamilton:
The City of Coppell has reviewed the referenced plans and has the following comments to offer:
Cover Sheet:
1. Modify the "Index of Sheets" to reflect only the drawings included in the set. (There is no
"Site Plan" included with the set.)
Plat:
2. Provide copies of the three filed easements (by Separate Instrument) referenced on this sheet.
The City needs to know specific details about these easements to insure the proposed uses are
allowed. Other uses of these easements may need to be added by this plat (for example, see
comment 3).
3. Does the "10' ESMT, VOL 70142, PG I01, DRDCT" allow the construction of City utilities
and sidewalks? This easement may need to be platted as a "Utility and Sidewalk Easement"
to include the proposed sidewalk, fire hydrant, and sanitary sewer.
4. The 24' Mutual Access and Fire Lane Easement should reflect and include the turning radius
toward the driveway to Denton Tap Rd.
5. Remove the stray numbers from the plat shown on the property to the south.
Site Layout/Paving Plan, Sheet 1 of 7
6. The proposed City sidewalk shall be in a "sidewalk easement" and should line up with the
sidewalk existing at the Dickey's property.
7. The proposed limits of paving extend onto the property to the north. Provide proof of a filed
agreement with the adjacent property owner allowing this construction on their property.
(This may be addressed with comment 2.) Dimension the proposed off-site paving.
c. OPPEL/,,
~'lir
8. The ADA ramp on the north side of the driveway shall be constructed ~vith the driveway and
this project for continuity.
Drainage Map, Sheet 3 of 7
9. A drainage easement will be required where the property line is crossed with storm sewer
piping. Provide a filed copy of this easement. No permits will be given until a filed easement
exists.
Utility Plan, Sheet 4 of 7
10. The previous Engineering revie~v required tapping the 8" water main in Denton Tap Road
once instead of three times. The new proposed location of the fire hydrant would require the
block-out of a parking space for fire department access and is too close to the monument
sign. Therefore, a second tap will be permitted in order to place the fire hydrant in the
originally proposed location or as sketched in the mark-ups. (The domestic and irrigation
services should still be mn from one tap.) This fire hydrant must be in a 20' utility easement.
11. The proposed domestic and irrigation meters are shown to be located in the sidewalk. Show
the meters to be located between the curb and sidewalk.
12. The sanitary sewer should mn under Denton Tap Road as proposed during DRC. The
location of the manhole is too close to the proposed monument sign to allow future
maintenance. Locate the manhole such that it is at least 20' from the monument sign. This
smwice beyond and including the manhole must be in a 20' utility easement.
Erosion Control Plan, Sheet 6 of 7
I3. The Stabilized Construction Entrance shall be constructed using 3" - 6" minimum rock
instead of crashed rock or crashed Portland cement concrete as specified.
Traffic Control Plan, Sheet 7 of 7
14. Note on the drawing that no lane of traffic shall be closed prior to 9 a.m. or after 3:30 p.m.
15. Note on the drawing that the Traffic Plan shall conform to all Texas MUTCD requirements.
This department would be pleased to attend and encourages a meeting with the Owner, Engineer
and Contractor to discuss these comments and to work toward a design that meets the minimum
standards of the City of Coppell. Engineering alternatives such as the verbal request to build in
the "parkway" may be discussed at this time.
Please make the necessary changes and submit these marked-up plans and two sets of revised
plans with a Letter of Transmittal to the City for review. If you have any questions, please
contact this office at your convenience.
Sincerely,
C ar ene La Mattma, E.I.T.
Graduate Engineer
Office Phone: (972) 304-3681
Fax: (972) 304-7041
Troy Smith, Cooper General Contractors
Ray Mansoory, Bloom Embro Incorporated
MESSAGE
CONF I RMAT I ON
05x22/2005 17:08
ID--CITY OF COPPELL ENGR. DEPT.
DATE
TIME
PIE D I ST8NT STAT I ON I D MODE PAGES RESULT
00'51" 817 284 8408 CSLLING 02 OK 0000
Post-it® Fax Note 7671
HESSAGE
CONF I RHAT I ON
05/22/2005 iS: ii
ID=CITY OF F_:OPPELL ENGR. DEPT.
DATE TIME S,R-TIME DISTANT RTATION ID MODE PAGES RESULT
0~,'22 i?:10 00'49" 9?2245?9?0 C:ALLIHG 02 OK 0000
post.itu Fax Note 7671
MESSAGE
CONF I RMAT I ON
03~'22'2005 17:13
ID--CITY OF COPPELL EHGR. DEPT·
DATE
03';£2
TIME
17:12
G, R-T I ME D I STANT STAT I ON I D MODE PAGES RESOLT
UU'50" 9,=,4J1518 EALLIHG 02 OK 0000
· # of
~"'ost-tt® Fax Note 7671 Date ~ ~_~..O~-ipages~. ~-
Phone ~