HomeMy WebLinkAboutRes 2018-02-403 Anna Town Center Add Blk A Lt3 FPCITY OF ANNA, TEXAS
RESOLUTION NO.
A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING A FINAL PLAT OF ANNA
TOWN CENTER ADDITION BLOCK A, LOT 3.
WHEREAS, In order to provide for the orderly development of land within the Anna city limits
and extraterritorial jurisdiction, the City Council of the City of Anna, Texas (the "City Council")
has adopted Part III -A of the Anna City Code of Ordinances ("Subdivision Regulations"); and
WHEREASQ Seminole Anna Town Center, L.P., has submitted an application for approval of
a final plat of the Anna Town Center Addition Block A, Lot 3;
WHEREAS, The Final Plat of Anna Town Center Addition Block A, Lot 3; generally conforms
to the Preliminary Plat of Anna Town Center;
WHEREAS, The Final Plat of Anna Town Center Addition Block A, Lot 3; conforms to the
existing zoning;
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS, THAT:
Section 1. Recitals Incorporated.
The recitals above are incorporated herein as if set forth in full for all purposes.
Section 2. Approval of Final Plat
The City Council hereby approves the final plat of Anna Town Center Addition Block A, Lot 3;
attached hereto as Exhibit 1.
PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 13rd, day
of February 2018.
ATTEST: APPROVED:
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City Secretary, Carrie L. Smith Mayor, Nate Pike
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Kimley»>Horn
November 30, 2017
Joseph Johnson
Director of Public Works
City of Anna
3223 North Powell Parkway
P.O. Box 776
Anna, TX 75409
RE: Anna Town Center Hotel, Lot 3 — Response to City Ordinance 11.03(b) — Off -Site Drainage
Dear Mr. Johnson:
This letter is in response to City comments submitted via email on November 20th, 2017. Specifically,
this letter addresses the above referenced project's impact on off-site drainage as required by City
Ordinance 11.03(b).
Kimley-Horn prepared "Chief Partners Drainage Study" (October 20, 2014) in accordance with City of
Anna drainage requirements (which references the City of Plano Drainage Manual). The design storm
included in the analysis is the 100 -year storm with a 24-hour duration, with a frequency storm
distribution. Anna Town Center Lot 3 is located within the study area.
The "Chief Partners Drainage Study" shows that no increases in peak flows, velocities, or water
surface elevations are expected downstream of the development during the design storm. Therefore,
the analysis states that the development as designed will not increase flood related damage on
downstream properties during the design storm due to the development's impact on off-site drainage.
Damage that may have occurred before the development was in place may still occur. The analysis
does not consider other rainfall event frequencies or durations.
In addition to the above, Anna Town Center Lot 3 is designed to convey its stormwater runoff to an
existing 36" diameter storm drain at the southeast corner of the subject site. Record drawings for the
36" storm drain confirm it is adequately sized to accept undetained runoff from Anna Town Center Lot
3.
Kimley-Horn understands that the analysis summarized above and included in the "Chief Partners
Drainage Study" is sufficient to meet the requirements of City of Anna Ordinance 11.03(b).
Please contact me at (972) 770-1729 orioseph.horn isher(o-)kimley-horn.com should you have any
questions.
Sincerely,
Joseph Hornisher, P.E.
Project Manager
12750 Merit Drive, Suite 1000, Dallas, TX 75251