St Ann Church/FP-CS 871221ST. ANN'S CATHOLIC CHURCH- FEES
Water Availability- $60.00 per 1000sf = $1,680.00
(28,000 s.f. building)
50% due @ Final Plat= $840.00
50% due @ Building permit= $840.00
Sewer Availability- $60.00 per 1000 sf= $1,680.00
(28,000 sf building)
50% due @ Final Plat= $840.00
50% due @ Building permit= $840.00
Note: These fees are calculated on
subdivision ordinance P.20- Ph.B- Item 5.
non-residential
uses,
Water Tap Fee-
Sewer Tap Fee-
Construction Permit Fee-
= $100.o0
= $100.o0
1.5% cost of construction
within City R.O.W.
dedicated easements
prior to construction.
and
Park Fund- N/A
COPPELL PUBLIC WORKS
I~IENO~UN
December 18, 1987
TO:
FROM:
RE:
Planning & Zoning Department
Public Works Department
St. Ann's Catholic Church
Attached are the comments and fee assessments associated
with the above referenced development, which staff believes
are applicable to the project.
If there are any questions and/or comments regarding this
matter, please direct those inquiries to the following
departments that are affected. Thank you.
Public Works Administration
Steve Goram
Steven Morton
Water Utilities
Carl Bass
Parks
Richard Diano
Streets- Signs/Signalization
Per Birdsall
Dana Kamp
SGG/sm
Attachments
ST. ANN's CATHOLIC CHURCH- FINAL REVIEW
Review/ Comments- Coppell Parks Department
The subject property is not located within a Primary or
Secondary Image Zone. The property is along a collector
street and is therefore not required to enhance their property
as indicated in the Streetscape Plan guidelines.
ST. ANN's CATHOLIC CHURCH- FINAL REVIEW
Comments/ Review: Coppell Street Department
Clarify "paving by others"
Present drainage flow is to the north, will the driveways
interrupt the pattern forcing water on the west side
of Samuel which is presently flowing at capacity.
Too much drainage to Samuel! Hard rains presently
indicate flow on Samuel at its maximum. This might
be possible after Samuel is completed on east side.
Who will maintain driveways?
Sidewalk and screening wall needs to be installed
Note: If the sidewalk is against the wall, the width will
have to be 5'
~St. Ann's Catholic Church- Final
Coppell Land Development
Comments/ Review:
Change 24' fire lane and utility easement to 24' fire lane.
Delete the 10' X 10' utility easement for fire hydrants.
Extend 6" sewer service from man hole 5' past 7.5' right-of-way
dedication.
Dumpster will need to be skewed.
Add 2-8" water meter vaults.
Sidewalk will be installed along Samuel Boulevard 1' from
7.5' dedicated right-of-way, 4' wide towards street prior
to City issuing a building permit or C.O..
Add in general note on SHT 5/7.
10~ Subgrade under all pavement shall be 6" thick and shall
be stabilized w/6% by weight of hydrated lime (27 LBS/sy) and
compacted to a density not less than 95% as determined by
A.A.S.H.O. T-99. Laboratory tests may be submitted to the
Engineering Department/ Public Works for approval to lower
amount of lime required.
Since the 8" water line will be a private line and metered
thru the vaults, the need for a 2" meter for domestic use
will not be required.
The 2" domestic save line can be tapped off the 8" west of
the siamese connection as shown on SHT 3/7.
The screening wall shall be constructed ~n accordance with
City of CoPpell standard specification SD-7, and so note on
construction plans.
St. Ann's Catholic Church- Final
Coppell Water Utilities Department
Comments/Review:
Need to have MFM-MCT II fire line domestic meter with double
checks and by-pass, per City specifications.
Owner is responsible for on site utilities.